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REMEDIAL AC TI 0 N
CLOSURE PLAN
JAMES LA LAURINBURG, NORT PREPARED FOR: ~ND FILL
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AvR 21 2001
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I'H CAROLINA
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PREPARED HY:
RAILROAD FRICTION PRODUCTS CORPORATION ~°i ARCADIS G&M, INC.
> 131 BENFIELD BOULEVARD
13601 AIRPORT ROAD
MAXTON, NORTH CAROLINA 28364 SUITE A
MILLERSVILLE, MARYLAND 21108
410-987-0032

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~I T- ~ rp'~PTi~~ J NO ~A ~ REvIS~'~rv rES~ ~~N ~
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JAMES LANDFILL
RT N RD. & US HWY 74 OLD LUMBE 0
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v~ AURINBURG NORTH CAROLINA L
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1. SCALES ARE AS INDICATED ON EACH DRAWING. a NTS A 0 NRL EE AP G T M S AIN 0 L
2. EXISTING TOPOGRAPHY PROVIDED BY HASTEY LANG SURVEYING, RAWINGS T FD 0 LS
DATED 01 FEBRUARY 2002. ~ - EXISTING CONTOUR c DETAIL/SECTION DESIGNATION
N DRAWING N0. TITLE 0 3 a - NUMBER OF SHEET WHERE DETAIL SECTION IS SHOWN LEND / T N AND L IDS R VI A AB
THE WETLANDS AREA WAS DELINEATED BY ARCADIS DURING A 5 3. 550 FINAL CONTOUR - NUMBER OF SHEET WHERE DETAIL/SECTION IS CUT
- R 0 i. SUPPLEMENTAL SITE ASSESSMENT IN DECEMBE 2 0 COVER SHEET , - r ~ EXISTING FENCE LINE
4. THE APPROXIMATE LIMITS OF WASTE WERE OBTAINED FROM THE T I T OF DRAWINGS T INV TI ATI N PERFORMED BY 1 LOCATION MAPS, GENERAL NO ES, L S _ _ _ PHASE II SITE ASSESSMEN ES G 0 q q DIRECTIONAL VIEW OF SECTION LIMITS OF WASTE sa 3a ~
XP RATORY TRENCHING WAS ABBREVIATIONS, AND LEGEND - ARCADIS IN FALL 1998.E LO
PERFORMED TO DELINEATE THE HORIZONTAL AND VERTICAL 2 EXISTING CONDITIONS TREELINE
T F TH LANDFILL. THE GEOLOGIC CROSS-SECTIONS EXTEN 0 E
' p N 3 EROSION AND SEDIMENT CONTROL PLAN J _ ARE AVAILABLE TO THE BIDDERS OR CONTRACTOR U 0 _ _ _ _ BORROW AREA %~'~'~i ~~iw
REQUEST. 4 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES - r, ' VEGETATIVE LAYER I
5 SUBBASE GRADING PLAN EDGE OF WATER ~4lil~rs~Gle, M~:~-yla^~ 1"~°8 C 1. TP ~iiG) 1'',`_~ ~ .,k ~4 J a~ ~ 4 ti,~~,
5, THE CONTRACTOR SHALL PROTECT GROUNDWATER MONITORING . - TH R P RMANENT FEATURES AGAINST DAMAGE WELLS AND ALL 0 E E 6 FINAL GRADING PLAN ~r I C'- LIMITS OF CONTAMINATED ,J;,~~?r~;~ RIPRAP
\ - DUE TO CONSTRUCTION ACTIVITIES. ANY WELLS OR OTHER WETLAND SEDIMENT
7 SECTIONS AND DETAILS FEATURES THAT ARE DAMAGED BY THE CONTRACTOR OR ITS
r a SUBCONTRACTORS SHALL BE REPLACED AT NO ADDITIONAL g PROFILES, SECTIONS, AND DETAILS - LIMITS OF DISTURBANCE
COST TO RAILROAD FRICTION PRODUCTS CORPORATION. ~ ~ , PROTECTIVE COVER
~ 6. THE GENERAL NOTES AND LEGEND PROVIDED ON THIS SHEET t: r, r EXISTING MONITORING WELL ' ~ FOUNDATION LAYER .
- APPLY TO ALL DRAWINGS, UNLESS OTHERWISE INDICATED. a1 ;,~~t,
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7. CONTRACTOR SHALL MANAGE STORMWATER THROUGHOUT CONSTRUCTION -ti CHANNEL ` FILL FOR GRADING
ACTIVITIES AND PREVENT THE MIGRATION OF SEDIMENTS FROM THE SITE
AND INTO ON-SITE "WET" AREAS. UNIFORM SLOPE INDICATOR pROJ~~' r"AtvA~~ R ~~~PA~ MAty~";~ a
WASTE ~p~ JCL _JLH_-
8. CONTRACTOR SHALL CONTROL AND MONITOR ALL CONSTRUCTION ACTIVITIES ON THE SITE TO ASSURE THAT NO ENVIRONMENTAL RELEASES
TO OFF SITE AIR ANO WATER RESOURCES OCCURS; ANY RELEASES
SHALL IMMEDIATELY BE REPORTED TO THE OWNER, ENGINEER AND WETLANDS AJO_____ _ ~~___JCL _
APPROPRIATE REGULATORY AGENCIES.
JR~JVti
CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF 9. ALL HEALTH & SAFETY REQUIREMENTS THROUGHOUT DB JSG - -03 ROADS ME Mm, "M W, "'A
CONSTRUCTION. ~t F'~~ _ NUMBED , L 'A
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U ~ I 1 _ ~ - LUMBERTON RD. & US HWY 74 OLD
NOTES.
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a / r ~ ~ ~ x 1 SEE DRAWING N0.1 FOR GENERAL NOTES ANA: ~_~GE^G
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~ ~ J o~ 2. THE TOTAL AREA TO BE CLOSED WITHIN ?'r~E ~AN>1~IL-~ ~IM~TS IS
.4 ~ ~ ~ ~ ~ APPROXIMATELY 1.3 ACRES.
~ o ~ ~ ~ CULTIVATED FIELD ~ ~ - ~ ~
N f i Y x~ ~ 3. EXiS?~NG ACCESS ROADS ARE ALL SOiI SURFA~F
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DRAWN DATE
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1 • uVA~ER 1

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~ 1 ~ X
( x
x ~ 1
~-J X
~ ~ X ~ ~ \ / , X
, ~ i 1 ~ - A A
1 9 6 ~ X ~ ~ TEMPORARY SEDIMENT TRAP
~ 1 ~ ~ X o 34 DISTURBED AREA = 2.4 AC
x 1g DRAINAGE AREA = 2.4 AC
a ,x ~.1 o ~ ~ SHEC ~ ~ ~ ' UIR = 4320 CU FT VOLUME REQ ED
0 x 1 ~ O ~ ~ ` ~ ~ ~ ~ _ , ~ ~ i SIZE = 53 LONG X 46 WIDE X 4.5
~ U ~ ~ A ~ ~ DEEP
~ - - ~ ~ 6' I 1 = copy ~
r' ~ ~ ~,1 ~ \ ; MIN. LENGTH STONE WEIR 7.0
~ ; ~ ~ i 1 ~ ' ~ ~ TEM ARY DIVERSI DIT H 1 ~ ~ ~ ~ ~ ~ ~ WEIR EL = 194.0 ~ -
~ \ ~ 1 1 TOP OF BERM EL - 195.5 0 ~5 50 goo
a B ~ ; ~ _
o 0 SCdLE. FEE1
~ " 3 4 ~ 1 I X
N ' 1
~ ~ ~ 1 r r~ ; \ ~ ~ D ~
o ~ ~ ~ \ i ~ ~ ~ ~ 3 4
~ ~ SILT FE~1 1 I FE~1 T T~1E BELOW GABION WALL
I ~ ~ ~ ~ ~ i~ \ ~ t i ~ A A"
~ ~ ~ PLACE IL F 4CE IL ~N E AROUND SEDIMENT EXCAVATION
i ~ ~
A APPRO M EDIMENT EXCAVATION ~PPRO M TE' L~11TS OF S ~ ~ LEGEND:
''i
~ ~ ~ O ~ ~ 190 FINAL CONTO~iR
I O ~ ~ ,9 ~ ~ ~ ~ i ~ 1~ 1
~ ' ~ ~ ~ i ~ ~ ~ ` - 790 EXISTING CONTOUR 1
CV ~ ~ 1~ ~ , LIMITS OF CONTAMiNATEG
O ~ ~ ~ ~ ~ i ~ / ~ WETLAND SEDIMENT
' i 1
i ~ A ~ ~ ~ ~ 1 X X EXISTING FENCE UNE
~ ~ , , 1
I 1 ~ ~ ~ ~ ~ - - - LIMITS OF WASTE
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~ ~ ~ ~ x EDGE OF WATER
1
i ~ \ ~ / ~ V - LIMITS OF DISTURBANCE
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3 1 1 / i r I ~ ! I I JAMES LANDFILL
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copyright ~ 2001
U WIDTH OF STONE BERM: AS REQUIRED
~5 MIN. i - ~ DITCH
12" #57 WASHED ~T;`~NE TOP Of EMBANKMENT EARTH BERM 1 E°
i - EXISTING GROUN •EXISTING GROUNC j8"
TOP Of STONE FI~~TER SEED IMMEDIATEI X800 CU. _ _ ,I~ AFTER ~ONS~R.J. SEED IMMEDIATELY i AFTER CONSTRUCTION ~ ~ -
FT./ACRE ~ ~1 a o~ 0 4 ~ COMPACTED SOI~_ 2' MIN.
~ ~ °o ~ ~ SEED IMMEDIATELY f'-'~ 6' MIN. \ ~ r° ~ ~ I - i
~ ~ AFTER CCNSTR~C';7N ~ ( ~ I ~ ~ - ~ ~ ~ ~ ~ j ~ is t
~ ~ 0 0 0 ~ 3 - _ _ "3 ~ i ~ ~ ~ ro ,
~;~AV~ - ~ ~ I
6 _ FINER ~ _ 3 ~A ~A ~ I
2' DEEP « 2' vVIDE ~ ~ ~ MrN, CLASS B STONE
I TI _ k EYWAY
CRASS SEC ON }1 A 5' MtN. ~ ~ X57 WASHED STONE
B - - - -
A
2:' SIDE SLOPE
MAX. ABOVE OVERT ~Ll_ 6'~ FOR ' ~ .r ,
`L FIB EH SETTLEMENT ~ ~
~ FI' T R Wl TN
T F ~ E D ~ Oo ~ OP C EMBANKMENT _ _ SEE PLAN ~ ~ 3 4 ~ ~ i ~.T.~. 3 4 3 4 '~.T.S.
a ;n ~ 4' MiN, o / ~ i ~ I C
\ o c _ c ~MER(~,_N~ PY PASS r- i ~ `a7; ~ F OF OF STONE ILTER ~ ~
1 ~ ~ °p ~ r'~ FiL'ER t HE.Tw SE''~~EG XI - - ~ of DAM Nv~. PERMANENT SEEDING
~i w ~ , FABR i I _ _
Q ~ ~ ~ o o ~ . 6~, ,;~~,,L, 10 -0 MAX. CENTERS ~I ~ n o w ,f BECDIN~ ~ WOOD POSTS TO BE BURIED A MINIMUM OF 3'-0", 7 SEEDING MIXTURE
~ o ~ ~ NAB URA STEEL POSTS TO BE BURIED A MINIMUM OF 2 -O" ~ ~ ~ ~ r~ SPECIES RATE (LB~ACRE)
i GROUND 1c „A„t ~ ' ~ ~ (uNE WIRES ~ 2 INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS aND PENSACOLA BAHIAGRASS 50 ND SERICEA LESPEDEZA 30
t .5 CLEANOUT _ L_~.__ -I- ; ,1 _IDE SLOPE ~ r~ T
DEPTH i MAX. ~ 1 ~ ~ ~ MAINTAIN UN,~L COMPLETION OF GRADING KE~N~;, - - - - _ COMMON BERMUDAGRASS 10
GERMAN MILLET 10
'0 GAGE I - SEEDING NOTES
UNE WIRES TAMP I o ~ ~ BACKFILL ~ 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
H FLOW FLOW 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT
BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE
STONE SECTION 8-B , ~ ~ ~ ~ , ~ ~ CENTIPEDEGRASS.
y~ AT SEED D ES
~ I L71 20T. CONSTRUCTION SEQUENCE: ~ o, / APR. 1 -JULY 15
~ ~ FILLER FABRIC ~ 8 FILTER FABRIC TO BE ZIC TO BE
T 1f~i~ AREA N R TH M ANKM N? OF A L UECETATION AND ROOT MAT. ; ti ; ; I BURIED UNDER EX. GRADE 1 CLEAR, GRUB, AND S RIP ~ _ U DE E E B E L ~I ~ ~ I' ' OR AS REQUIRED B!' )ER EX. GRADE SOIL AMENDMENTS UIRED BY APPLY LIME AND FERTILIZER ACCORDING TO SOlL TEST, OR APPLY 3.vC'i~
~ F I R ~ W00~ JR ~ _NG NEE.
2 ENSURE THAT FILL MATERIAL ~t~R THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, STEEL POSE LB ACRE GROUND AGRICULTURAL LIMESTONE AND S00 '_B~ACRE ' 0 O 0
ORGANIC MATTER, AND OTHER ;B,JECTI~;NABLE MATEP,~AL PLACE THE FILL +N SIFTS NOT TO EXCEED 9 FERTiUZER.
INCHES AND MACHINE COMPACT OVEP -RILL THE EMBANKMENT 6 INCHES TO ALLOW FOR MULCH
SETTLEMENT APPLY 4,000 LB~ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING
3 CONSTRUCT THE OUTLET SEC?'ON IN THE EMBANKMENt PROTECT THE CONNECTION BETWEEN THE , , OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH 5l ADDS SET
RIP RAP ANO THE SOIL FROM WING BY USING ~IL'ER FABRIC WITH 6" GRAVEL BEDDING AND A ~ , KEYWAY CUTOFF TRENCH BETWEEN' 'HE RIP RAP S?RUC"LIRE AND 'HE SOIL. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
PEACE THE FILTER FABRIC BE`~NEEN THE BEDDING AND SOIL. EXTEND THE FABRIC ACROSS THE 3 4 MAINTENANCE
PIS WAY F N~A~ICN AN ~0 THE TOP OF THE DAM. ~~~.5. S ~L OU ~ D _ REFERTIUZE THE r0>_~OWING APR. WITH 50 LB/ACRE NITROGEN REPEAT AS
EXCAVATE A KEYWAY TRENT ~ ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING IJP GROWTH REQUIRES. MAY 8E MOWED ONLY ONES A YEAR. WHERE A NEAT
THE SIDES TO THE HEIGHT CF THE OAM THE TRENCH SHOULD BE AT LEAST ~ FT. DEEP AND 2 FT. APPEARANCE iS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED,
WIDE WITH 1 ~ ~ SIDE SLOPES.
4, ALL CCT AND FILL SLOPES SHOULD BE 2~? OR FLAT?ER CONSTRUCTION SEQUENCE
5 ENSURE THAT THE STONE ~,~RA,NAGE,' SECTION OF THE EMBANKMENT FA'S A MINIMUM BOTTOM WIDTH TEMPORARY SEEDING_12f 1 - 4/15 INSTRUCTION MEETING 6N SILL WITH NI' I~EF'ARTMENT CF ~ SPECIES RATE (LB~ACRE) _
z ~ ~ r _ r ~ T TT ~ , Y OBTAIN COPY OF AL: PERMITS. CONDUC' PRE-CONSTRUCTION ME OF ~ R?. AND MAXiti4JM SIDE E; OF 1 A _X;EN~ TO NE 80~ OM 0, THE SPILLwA ENVIRONMENT AND NATURAL RESOURCES, LAND QUALITY SECTION. ~AUTY SECTION. KOBE LESPEDEZA 50 BY
SECTION. NO. DATE REVISION DESCRIPTION
~ r ~1 - ~ ~ r ~c~~-.~ ~ ~ rrr , ~ ~ ~ ~ " ~ - " 2. SLAG LIMIT OR CLEARING- CKD OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER ~S NO1
6 ~,ONS~RU~~ !HE M~MMJM NI~~L~ ~TCNE SPI~~N~A BJ~:~1Pt WIDTH, A ~ SHOWN ON Ht rLANS, EXTEND BEYOND DUNE.
~lITH 1:' SIDE SLOPES EXTEN~~~t~~~-; ?C'~ THE TOP OF HE ~Cb~EPr'LLED EMBANKMENT, KEE? THE T ~ ~ r ~ _ ~ ~ 7 , , ~ r 3. REMOVE CONTAMINA~ t~,, wETLANO SEDiMEN S WITHIN 10 F_ET OF ~HICKNESS OF H~ SIDES OF H~ ~P~~LwAY OLTLE~ SIRCLT~~RE A~ A MINIMUM OF 2~~ INCNE~ HE CAPPED. INSTALL ROCS DAM AT INLET OF EXISTING ~8" CMP. N 10 FEET OF ROCK DAM AND PLACE ON 'OP OF AREA TO BE
WEIR MUST BE LEVEE AND CONSTR~~.JCTED O GRADE TO ASSURE DESIGN CAPABILITY. G 18" CMP. SOIL AMENDMENTS
4. INSTALL ALL SILT FENCE. T ~ ~ ~ JAMES LANDFILL FOLLOW RECOMM~'~DA IONS OF SOIL T~ST OR APPLY 2,000 LB~ACRE
7, MATERIAL USEC IN THE STONE SECTION SHAD BE WELL-GRADED MIXTURE WITH A d50 SIZE OF 9 Z GROUND AGRICULr~_~RAL LIMESTONE AND 750 LB/ACRE '~0-10-'0 ~Lp LUM6ERTON RD, ~ US HWY ~4 FERTILIZER.
INCHES (CLASS B EROSION CCNuC~ STONE IS RECOMMENDEu "AND A MAXIMUM STONE SIZE CF ~4 EM~oRARY DIVERSION oIT~H To TEMROGARY sEOIMENT TRAP. LAURINBURG NORTH CAROLINA
INCHES. THE S?ONE MAC BE MACHINE PLACED ANU THE SMA~~ER STONES WORKED INTO THE '~I=tIDS INSTALL TEMPORARY SEDIMEN? TRAP - INSTALL TEMPORARY DIVE OF THE LARGER STONES. Th~E STONE SHAD BE HARD, ANGI,~~,.AR ~.ND HIGHLY WEATHER-RESISTANT, MULCH
3 6. COMPLETE SITE CLEARING. APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASS raA;_T,
0 8. ENSURE THAT THE STONE S~~LVdAY OUTLE? SECTION EXTENDS DOWNS?REAM PAST THE TOE OF THE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
INSTALL TEMPORARY DIVERSION DITCH 2. EMBANKMENT ~CNTIL STABLE ~~~N `ITIONS ARE REACHED ANG OUTLET VELOC~~1Y IS ACCEPTABLE FOR THE NEARLY STRAIGHT CAN 8E USED AS A MULCH ANCHORING TOOL.
RECEIVING STREAM. KEEP THE r_DGES OF THE STONE CU?LE' S't'~~TICN FLUSH WITH THE SURRi)UNDING
GROUND AND SHAPE THE CENtER TO ~:ONFiNE THE OVERFLOW S?REAM. 8 CONSTRUCT PERMANENT DITCH ON SOUTHERN SIDE OF FILL AREA, E OF FILE AREA, INSTAL! CHECK DAMS. MAINTENANCE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEEij, RE=E:RTI~~ZE
AND MULCH IMMEDIATELY FOLi.OW'ING EROSION OR 0?HER DAMAGE. T N N INA
a 9 DIRE~~ EMERGENCE BYPASS~O NATURAL, STABLE AREAS ~~,~,ATE BYPASS OUTLETS SO THA~ F~Ow 9 REGRADE wASTE~ a
WILL NC' DAMAGE THE EMBANh`,tEN" 10. REMOVE CONTAMINATED SEDIMENTS FROM WETLANDS AND STREAM 1S AND STREAM CHANNE~_ ANC PLACE FOUNDATION '~~~AYER. _ T~P~RARY SEEDING ~ i 5 5
N ~ i d 10. STABILIZE THE EMBANKMEN` aND ALL DISTURBED AREAS AgC;~fE THE SEDIMENT POOL AND DOWN- RECONSTRUCT WETLANDS AND STREAM CHANNEL TO PRE-EXISTING 0 PRE-EXISTING GRADES, SPECIES RATE (LB~ACRE)
STREAM FROM THE TRAP IMMEC"ATE~.Y AFTER CONSTRUCTION`. GERMAN MILLET 50
t 1. CONSTRUCT GABION ~wALI. E
~ ~ 12 GLACE GEOMEMBRANE AND GEOTEXT~,LE IN' THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUCANC,RA;T~ h'~,4Y BE
o 1 A SUBSTITUTED AT A RATE OF ;0 LB/ACRE.
0 2!S?',!R9En ~~E~ ' 3. PLACE PRO?ECT!'dE C'wER LAYER. SOIL AMENDMENTS
~ 3 4 FOLLC'N RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB/ACRE
r..~. ,4. PLACE vEGETATIvE LAYER. E ` 0 GROUND AGRICULTURAL LIMESTONE AND 750 LB~ACRE '0-~~0-~0
a c~ FERTILIZER. )MENTS ON ALE DISTURBED AREAS.
AR A~ T, i T ~R ~ 5 INSTALL PERMANENT SEEDING, MULCH, SOIL AMENDMENTS ON ALL w E. ~ OBE D S L BED ~
CLT FILLED, ETC.) r , ~o ~ 1~ r~ ° ~"-~N,_!~ CMP ,,~~~VERT ~ ~ ~ ~ ~ 16 WH N'JT F?ATi N Ic ETA SOH ' IN pEG~I!N W~~n N~ Y- ~ o~ E ~G~ 0 ~ ~ 8 ~ ZED EDUCE S~ ~ C ~1, r„ r ~ ~ ~ ~ T T MULCH 1131 Benfield Bcul~vard, Suite A ~~ICN W~~n N, DEPAR~M~NT JF ENJiR~Nt<EN ,AND NA~URAL APF'~~Y 4,QQQ LB 'AC;Rt_ STRAW ANCHOR STRAW sY TA(:KiNG WITH A~P~AL!, ~ 7
~ ~ 7~ ~ < < , ~ ~ V ~ ~ n, T ~ o v ~ FwOC~ ,~~RAGL ZONE F~ RESOURCES, ,.AND W~uA~ Y S=CT'ON, UPON APPROvAL, REMOVE AI O ~ ~ ~ r s e ~ FI T R ~ ~ ~ - M,~Iers~~lie, Ma vI„nd ~ G8 )vAL, REMOVE ALA TtMPURARY DEVIL ~ FENCE, L E S, NETTING, OR A MU~~~~~ ANCHORING TOOL, A DISK V~'~~T!~ BLADE> SE' 'V EARLY T ~ ' 7- ~ F 4"~~! 9
N o ~ ~ ':'r~ ~r ~ TH A ~ i~ IN T A,~I!1!NiN AR A ANA " r ~ ~ , ~ , ~ C. SM00 GRADE NC B~~_ND 0 C__ G E S ~ ~E G ~ v ~ ~~1~R ARTA~ el X410, 98 J03~ ox ( -4392 AREAS .hu SEED AN REMAINING .BED ~ STRAr~,H' Ci~N BE ~C:D AS A MULCH ANCHG~RtNG TGC_.
a:% ~_J~MENi ST..RAG~ ZON~ r e
` ~ ' ~ ~ U- ~ I T ~ ~ . n ~ MAN ENA'VCE LAN i I , ~ ~ , ~ 0~ - - ~aL ~ ~ ~ - - a , , MAINTENANCE
`1U~4 ! ~ NATiJRA GRO N ~ rr 0 BOO O r, f _ L uD O C~ 0.. ..T r T ATE y ~ NSPtC ALL EROSION ~~N ROL DEVICES .F ~R EAt,H RAINFALL E REFERTI~IZE iF GROWTH IS r`dO~ FULLY ADEQUATE, RESEED, REFER~I, "f ACH RAINFALL EVENT. AND MULCH IMMEDIATELY FOL!_OWING EROSION OR OTHER DAMAGE.

~ 2 L' 1~ ~ ~ I FLOW ~ ~~0~ ~ ~ , -E ~ U ~ ~i ~ ~ a 'EMOVE SEDIMENT WHEN IT HAS ACCUMUC~TED TO ONE .HALF THE.
~ ~ ~ _ - - _ _ _ Q_''_~._r r~iC_-1~ ~ _s~Cf 2. STONE ~~TERS / TE~tPpRAR ~EDIM,_NT T„APS~ REMOVE StDIMEN z tiv,E. 1~M AF~r. MINIMUM ~ - - - - - - _ _ _ _ _ _ ~ PIT DEP~~H REPLACE ~RAV~~_ ON FILTER AFTER SEDIMENT ~S REM( :DIMENT ~S REMC~ED REPAIR ANY ERODEC~ AREAS ALONG SIDE
= A('fF~'A9~ ~ '.UNLESS ~ ~ i OF FILTER, TEMPORARY SEEDING 8 15 12 30 SPECIES RATE (LB/ACRE)
a°°. - : -r r~ `~L01EX'IL~ ;NDERUNEP - qS p N.;?~~ ~ CL ..S RIP RA - ~ ~~~~tR BERM ASS ~ RIP RAP
~ ~ 3. SILT FENCE: REPLACE ANY FABRIC THAI HAS COLLAPSED, TORN, f ~ WASHED STONE. APSED, TORN, DECOMPOSED, OR BECAME NEFFECTIVE REMOVE RYE (GRAIN` 120
~ ~ THICK x 3' NIGH MIN.a SEDIMENT WHEN DEPTH REACHES SIX INCHES. ~5 wASHr~~~
_ a TEMPORARY DIVERSION DITCHES: REMOVE SEDIMENT FROM FLOW F T FROM FLOW AREA AND REPAIR DITCH MAINTAIN FLOW aFTER SC~L AMENDMENTS PROJECT MANAGER DEPARTMENT MANAGER
MAX. SEDIMEN' ~~~EPTN !1 ~ (CLEAN OL'' ?CINT~ ~ 18--!NCH CMP CUlvER1 EACH RAINFALL. FOLLOW SOiI_ TEST OR APPLY 2,000 LB~ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-- t 0 FERTILIZER. PM JCL DM JLM _
5. SEEDING: INSPECT AFTER EACH RAINFALL AND REAPPLY SEED, MU APPLY SEED, MULCH, AND FERTILIZER TO ;~~L FAILED AREAS. LEAD DESIGN PROF, CHECKEC MULCH
SECTION VIEW PLAN ~LIEW- APPLY 4,000 LB `ra: R~E STRAW ANCr10R STRAW BY TACKING WITH ASPHALT, LD AJO C8 ,1C
~ - _ T NT SLOPES INSPECT AFTER EACH RAINFALL. SILL AND REGRADE RUTI • a NS S z s - - SLOPES. RESEED AND APPLY MULCH AND FERTILIZER, } REGRADE RUTTED AREAS. REMOVE SEC~M~tir FROM BOTTpM OF / ~ ,ER NETTING, OR A MU` ANCHORING TOOL. A DISK WITH BLADES SET NEARLY RAWN DATE
c~Tnnini,r nnni rrr c~rrt nc^ n u, i, ~u nni~uno,r., r~ rllni D
JI(ZH112 71 ,HIV DC vJCU N,~ h IVIVLl. r1 MIV~,RVRI VV IVU L.
E TEMPORARY ROCK CHECK DAM E DB JE 04-18-03
MAINTENANCE ,Ti S- WITH PROJECT NUMBER DRAWING NUMBER REPAIR AND REFE~RL ZE DAMAGED AREAS IMMEDIATELY, T0PDREQ'~~ 50
N.''. S. 3 4 LBI ACRE NITROGE'l IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
D', R A T COVER BEYOND JU=NE 15, OVERSEEC WITH 50 LB/ACRE KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.

copyright ©2001
AT ' W ER ,
1
~ ~ o

~ ~ X
CULT1VAtED FIELD LIM OF DISTURBANCE X
X ~
X.
X I i i
x ~ i
1 ~ 9 _ ~ , 1 ~ 6 x 1~
\ X ~ 7 ~ ~
x ,r ~ 1 1
x ~ - ~ SHED ~ 1
x
1 ~0 ~ ~ ~ 0 ~ Ui~tTS OF RROW AREA
1 ~ _ ~
~ ~ 1 o
~ ~ 1 ~ ~ o zo a:~
~
~ ~ 1 ~i ~ ~ SChLE FEE,~_~
A I
~ 1 N o ~
N ~ ~ ~ ~
~ ~ ~1 1 LEGEND:
O Q ~ 1
~ ~ ~ ~ \ ~ x 190 ~ EXISTING CONTOUR
1 1 OMITS OF CONTAMINATED
1 ~ ~ GABI N RETAINII WETLAND SEDIMENT N RETAININ
~ WALL x - - - BORROW AREA
~ L N ~ / o L ~
o ~ X X - EXISTING FEPJCE LINE
o ~ ~ ~ _ . 5 f 58
- - - - - LIMITS OF WASTE
N
o ~ EDGE OF WATER
i \ ~ ~ ~ ~
\ ~ i ~ 1 ~ ''~_IMITS OF D!STL;RBANCE
~ ~ ~ ~
~ ~ ~ ~ WETLANDS
\
~ ' ~ / ~ ~ 1
~ ~ ~ ~ ~ ~XI TIN 1 SNIT' RIN 'W 1', ~ ~ S G ~C U G E~~
~ ~ \ N 1
\1 ,
,x~ t
~ ~ ~ 'a ~ ~
~ co I _ ,
~ N 1
~ co 0 ~ ~ ~ o 1 NOTES, '1 ~ 1x
E _ 1,. ~ ~ ,1
~ ~ , N 1 i
~ ~ o ~ ~ 1. SEE DRAWING N0.1 FOR GENERAL NO'cc, AND _EGE"v.'
~ t ~ ~ I 2. THIS vRAWING IS FOR SUBBASE CONSTRUCTION PURPOSES
~ 1 ~ ~ ONLY. FEATURES OF THE SITE OTHER THAN T'~~E SUBBASE
f ~ _ ARE NOT SHOWN.
1 _ ;
1 j- ,T I iT ' C~=- 3 TOTAL AREA TO BE CLOSED w~ ~ ri~N uM~ . S ~F
- - _ - ~ ~ DISPOSAL UNIT IS APPROXIMATELY 1.3 ACRES. ~ I , -i"-
i Y 'i ~ ; T R~'rl~lr C T N0. uA,E ~~,~N DE.;CRtP lON ,
1 ~ ~ ~ ~ 4. AREA WITHIN THE LIMITS OF DISTURBANCE SHALL BE CKD j ~
~ 1 b CLEARED AND GRUBBED, AS NECESSARY, AND APPR'~"~: ~;D BY x ~ ,
U ~ C° ~ THE ENGINEER, TO PERMIT ACCESS AND CONSTK •;,T ;N o
a ~ ACTIVITIES.
i T I AT CON A N o JAMES LANDFILL ~I
~ ~ 1 i ~ SEDIME T AL 5. THE suRFICIAL '2-INCHES of so~~ .N THE B~~R~ AREA t ~ : ~ ~ T~ ~ OLD LUMBERTON RD. & US HWY 74 i SHA_~ BE USED AS TOPSOIL FOR FNA~ S.~B~~~~ Or
~ ~ ~ ~ SEE OTE 8 T - ~ - ~ n~ ~ - ~ ~ ~ SHE BORROW AREA ANU FOR THE T~P_~~ t .,R
N r ~ ~ ~ ~ - ~ r . LAURINBURG NORTH CAROLINA ~HE SAP OF THE ~ANDFiLL. THE RE~~,~A~N~~NG ~~~~~~1~ HE ~
~ ~ , - ~ / ~ ~ BORROW AREA SHALC BE USEC F0~'THE ~ AND ~~,AYER
'o , ~ ~ ~ ~ r ~ "'1 AND PROTECTIVE .,OVER LAYER THE .~AF A~~!~~_' A~
~ 4_ ~ " BACKFILL IN THE SEDIMENT REMOvA~ AREAS. I y _ I
a ~ ,
,J ~ \ ` 1 1 / ~O ~ ~ ~ ~ ~ ~ ~ - - ^ 6 BORROW AREA PENAL GRADES ARE AP'PROXIMa ~ N'RACTOR ~ S!-~ALL ONLY REMOTE THE AMOI;NT OF SOiI_ RtO~ TO CAP
o ~ ~ ~ ~ THE LANDFILL. FOLLOW'NG r_XCAVATION, T~±E dC~h < ?REA x ~
a ~ ~ ~ ~ SHALL BE COVERED '~^d'TN 6-INC~Ec r~c~-,~~ - -
~ ~ ~ , - ~N Y 1 REVEGETATED. R ~ P AN A AN U
J o CU'`TI~lATED FIELD J X X-X
N ~ f r X ' ~ ~ THE SURFICIAL 1-FOOT OF SEDIME~iT~~ ~u TH~N ~ AM
r X - 1 CHANNEL DIS`~HARGING FROM TH; , IFR` ";~~A ~C ~ ~ ~ _ REMOVED TO A CISrANCE OF 38-F~ir~ ~R;~^~ -N' _ ~,vE;RT.
~ v ~ ~ ~ ~ I ~ ~ i l "p ^ , p ~ v tHE CHANNE~~ ~HA~~ B~ n.~•~'~FI~~_.ED RE
o o ~ --~_y? i ~";ONTOUR WITH SOILS F ROM T~+E BORF ;w'~ A~PLA. - "RtA^,^ ~ ~
c 0 U ' ,,H iC APF X!~~1AT i z- FG cT 1r ~ R t ~ ANNEX RO E_~~ :c_
N g. THE SURFICIAL 2-FEE? OF ;')NTAM N^-'~;`G ~E T;-iE
E o / ~ U ~ / ~ ~ ~ WETLAND SHALL BE REMO'~~E~ AND p ~E~L `~1E 'N J' 1 ~ ~ HE LANDFILL., SEE TEUHN~,,AL SP~,,I i,_~ ti ~~~~J_
/ r / ~ ~ ~ ~ ' , / ~ ~ ~ 1 THE WETLANDS SHALL BE BACKF!LLED ~C ~~~`,T~". ~E ,
' o ~ ; ~ S REAti Benf:e!~~ 8~~~,le:or~. S~ItA u S REAM CMAN EL ; BORROW AREA so~L.
' ~ / i ( ~ ~ EE I M;~~~ersv~lte, t,,~a,.Ir~r~1 ~ N T 7 a,~ _ a 1
E I N o ~ ; g. WASTE S}'~ALL BE RELOCATED iN A~.~.~.R[lAS".F _.`1I-~'~~r~~ i i !/~1' ~p., ,L n.' ~ t ~ SPECIFICATIONS SECT'ON 02207,
i i~ a d 1
u I ~ I ~ ? 0 SURFACE DEBRIS AD~AGENT TO THE ~~~ANDFIi :H~~ , cF
I 'c ~ ~ ~ ~ REMOVED .AND PLACED BENEATH THE l_~^.DF~_~ '~=~~T'
~ ~ I~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ 1
~ ` j % ~ ~ ~ y ~ 1 ~ . SUBGRADES AND FINAL GRADES SHA~~~_ ?E H t~1~IN 7
E o i- Z ~ I ~ ~ ~ ~ ~ PERCENT ANL~ A MAXIMUM OF 25 PE~R~r N?, l!N'~ t`;~ ~ ~ ~ ~ „T p ~ y T~,~ ~ ,
0 0 ~ ~ ~ ~ ~ , ~ ~ HERWISE NOTED AND AP ROvE~ B ~ r ~ r ~:~~N~ ~r
oa I ~ 1 ~
l ~ ~ i i ~ ~ ~ 12. Al_L EXCAVATED WASTE MATERIALS SNAL'._ BE Pf;` L~~ Vv~Tr~'N ~ ,I 1, ~p THE LIMITS OF THE LANDFILL BENE~'~?!-+ "!i~
i ~ ~ ~ ~ A`l USTMENTS TO S!~BGRA ES AND ~~'~%`1_ RA~,~ ~~H!_:. HE
~ 1 PRE-APPROVED BY THE ENGINEER. ~1 I 1 ~ PR 1~~' ~ ~T ~ A~ A~~R T~ PARTM N' MA`VA~ P
I ~ ..~Et, ~ N „r E ,E
A \ ~ ` ~ 3_ ALL EROStoN CONTROLS sNAU_ RE~'~AIN ~,N ~ _ac; N~ T ~E PM JCL JLH
1 ~ ~ ~ SATE IS STABILIZED W'TH a ~ ~^T ~ ~ ER,~1AN_w VEGE' ~ i_~AD CE SIGN PROF '~!Frvt~~ I i y h' `R ° ~~R
o ~ ~ ~ ~ APPROVED FOR REMOdA~ B TEEN„ VEER ,~G ~ ~ ; SHALL INSTALL ADDITtoNAL EROSON ~CNTRC~C, _ ~~E~~:ESSA~~r, ~~u AJO JCL
~ 'Y i I C W ~ l ~ r ~ ~ ~ ~ T ~ F i~~ ~ d y' ~ ~ 0 MITIGATE SEDIMENT LADEN RUN_OF R„~, ~ 'v~_ ENE R"' ~AT~
~ ~ ~ ~ ~ ATE; ADDITIONAL CONTROLS MAY INCLUDE F~ ; _ _ ~ D. NJJN ~
_ ~ t ~ ~ ~ ~ ~~~~rrn rn r,ir rrr,~nr n.ir-. rr~~nnnnn., ~rrrr~ .n~ n;~r-.i~n~ r,n IC~/~ nn 10 nZ
MI CV iV, JIL! Ct1N'„t HIVL% CMF'"-; ICFnr v r V L'D t1J17_ V4 G' J---
E' ' a I f DIMENT CONTROLS SHALL BE N 4( ~R ~r - W E p ~r R A 1 N M ~R
' k CY) (D DO N o ~ ~ I TN r' NA AN IM NT ~ONTR,'~ ,TNNIN ROJE_ NUMBE DR WNW U B~ 1 1 I '~k aROL EROSION u ED E _ G
AND DESIGN MANUAL UNI,.E SS OT~~ERW'ISE A G'Rr r r THE ENGINEER.

co ri ht ©2001 PY 9
WATER ~ r ~
.,4 ~
rrr _rr4~rr~nw~rr ~Irr •1 `rr rrlly
~Irr r U4~TIVATED f
~ X M OF OIS1'URBANCE X u
- x

X
~ ~ ~ X ~ 9 X ~ 6
~ _ ~
O
f s+~EO ~
.
~ ~ ~ 0o u~rrs of RROVY AftE~+ 0 20 40 80
_1 ~ ~ ~ ~
~ .w o ...~1 J _ _ , ~ SCPLE FEET
/ 7~
s
~ _ a ~ - - LEGENp;
jgp FINAL CONTOUR
~ o ss__ _ _ COVERS T E ETER
'E ETER DETAIL 190 EXISTING CONTOUR
_ _
G LIMITS OF CONTAMINATED
6 ~ X WETLAND. SEDIMENT X
~ ~ H - - BORROW AREA
~ _ . A i,< 6 7
X X EXISTING FENCE LINE
x x x TFALL 1
x x x X x LIMITS OF WASTE
N EDGE OF WATER
I~. ~ ~ N
_ x x ~ - U-NITS OF DISTURBANCE
f d
N ~ _ w
j / WETLANDS
l' 1 FLOW DIR TION IN
I ~ swALE - _ _
~ r C Et H i " ~ EXISTING MONITORING WELL
t I ~ TYP
1 X CHANNEL
o ~ GA ON ETAIN
N ETAIN LL
~
F ~ _w _ _ _ H CHANNEL ~ ~ V
fi TYPE 1 ~ ~ fi ~
~ 6 7 i c~ N
FV ~ _
~ ~ J 0 N ~ ~ p X
i' x!1''.4 o,
O
- p _ NOTES.
6 ~g I .,x
WET S CTION
I _ 1. SEE DRAWING N0.1 FOR GENERAL NOTES AND LEGEND.
x TOTAL AREA TO BE CLOSED WITHfN LIMITS OF WASTE DISPOSAL JM? 2 6 $ IS APPROXIMATELY 1.3 ACRES.
BY
3, THE SURFICIAL 12-INCHES OF SOIL IN THE BORROW AREA SHALL N0. DATE REVISION DESCRIPTION
\ ~ CHANNEL ti H I I TI F TH RR W CKD BE USED AS TOPSOIL FOR FINAL STAB L ZA ON 0 E 80 0
TYPE 4 / ~ ~ ~ 6 7 ~ o ~ AREA AND FOR THE TOPSOIL REQUIRED FOR THE CAP OF THE O
a ~ J LANDFILL. THE REMAINING SOILS IN THE BORROW AREA SHALL BE
U . ~ s ~7 USED FOR THE FOUNDATION LAYER AND PROTECTIVE COVER LAYER OF THE CAP AND AS BACKFILL IN THE SEDIMENT REMOVAL AREAS. JAMES LANDFILL
~
x ~ T T M RTON RD. US HWY 74 R R 0 LU 6c R I T N A LD BE 4. BORROW AREA FINAL GRADES A E APPROX MA E. .,0 C 0
SHALL ONLY REMOVE THE AMOUNT OF SOIL REQUIRED TO CAP THE AURINBURG NORTH CAROLINA L
i N LANDFILL. FOLLOWING EXCAVATION, THE BORROW AREA SHALL BE ~
.Y Y. COVERED WITH 6-INCHES Of TOPSOIL AND REVEGETATED.
~3 w UTF~ o ~ UTFAL 2 x
- 19 ~ _ - _ K 5. SUBGRADES AND FINAL GRADES SHALL BE A MINIMUM OF 5 PERCENT
1 - K ~ N cp c0 / AND A MAXIMUM OF 25 PERCENT, UNLESS OTHERWISE NOTED ANC
i~~ ~.o ~ m I ~ - 6 C ~ ~ ~ y,., a i ,r4, _ a 6 ~ APPROVED BY THE ENGINEER.
I
a ~ / a CHANNEL 6. ALL EROSION CONTROLS SHALL REMAIN IN-PLACE UNTIL THE SITE
cn \ J TYPE 5 x ~ X X STABILIZED WITH PERMANENT VEGETATION AND APPROVED FOR N -^`-r X REMOVAL BY THE ENGINEER. CONTRACTOR SHALL INSTAL ADDITiONA,_
H X , X ti - EROSION CONTROLS,. AS NECESSARY, TO MITIGATE SEDIMENT LADEN
6 ~ T F Y ~ ~ - _ RUN-OFF FROM EXITING THE SITE; ADDITIONAL CONTROLS MAY
~ CUL ~VATED iELD \ 1 l~ INCLUDE, BUT ARE NOT LIMITED T0, SILT FENCE AND TEMPORARY
n _ - - ~ \ ' ~ VEGETATION. EROSION AND SEDIMENT CONTROLS SHALL BE IN . ACCORDANCE WITH THE "NORTH CAROLINA EROSION AND SEDIMENT
Q
3 w _ CONTROL PLANNING AND DESIGN MANUAL", UNLESS OTHERWISE
J t r r APPROVED BY THE ENGINEER.
N I
a o ; ~ CO SYST DETAIL ; ~ii -
' I co ,p .
~ c tl ~ 131 Benfield Boulevord, Suite A 1 Millersville Mar land 21108
M 6 7 ' Y ~ ~ Tel [phone] Fax X410) 98- 4392
~ E ~ ~ ~ ~ N O 7
a/, 1 Q
~ .4, ~ ~ 1 ~ ~
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~
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PROJECT MANAGER DEPARTMENT MANAGER
PM JCL DM JLH
LEAD DESIGN PROF. CHECKED
co ~ LD AJO CB JCL
ri ~ ~ ~ z r ~ Oq AT
~ \ DRAWN D E
stn. 0 -41 L DB JSG 04-18-03
Ci + 00 0)
00 b ~ > ~ +i N PROJECT NUMBER DRAWING NUMBER
O
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- _ . _ _ 7 . _ - JAMES LANDFILL
OLD LUMBERTON RD. & US HWY 74
LAURINBURG NORTH CAROLINA
~ ~ ~ ~ . . L:
r71 ? /x f~r r ~ ~ ~ ~ i / rr l ~ t ~ , 0
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copyright ©2001
rWC, 3-FOGY HIGH GABION SEGMENTS
- ~~Na~,_ ~ __~,r R GRADE - t ~ 1
190 - ' 90
t
J
~ 189 ' ~ 789
k
~ 188 , 188
w w
~
- , t87 - ,8, 6. Q,~
Z 0
Q 186 186
w ~ 3'-0"
85 ~ , t85
1
184 - 184
308,-0" _ -
+00 02+20 02+40 02+6G 02+80 03+00 03+20
00+00 00+20 00+40 00+6G 00+80 01+00 01+20 01+40 01+60 01+80 02+00 02
(FEET)
5 8 5 8
6 6
~/EGErATIVE LAYER
i
PROTEC~!vE COVER LAYER
r
~ FOUNDATION LAYER ~ J
~ 8-OZ NOrvwOVEN GEOTEXTILE GABION WALL
~ 4-INCH TO 8-~?vCH D~~MErER
~ ~ ~ GABION STONE ~T` ~ ~ ~ _
CHANNtL 3 0 '90 ~ BY
- _ _ _ -CLEAN BACKFILL N0. DATE REVISION DESCRIPTION CKD

J
~~:;G.?;t~',ti. (MIN.) f 0, ~ WETLANDS
~ ~ -0' MIN. J " V' ~ . r[ ~ 4i~• ~ Nay., ~ ~ :~.~.-1~'l;:~ I AM S ANDFILL J E L
c. w w
0 D LUMBERTON RD. ~ US HWY 74 L
= ~ EXISTING SOIL ~ 187 ~ - - - LAURINBURG NORTH CAROLINA
4G-M!L. TEXTURED- z
'.HOPE GEOMEMBRANE I 1 ~ ti r-. 2'-G" TYF, ~ ~ ~
- i- ~ I 0 0 ~ ~ Q ~ , ti
STRUC i URHL ~ ILL i ll , 1 1 _ _ _ w ti r-~., -ti 1. W
0 WASTE I ~ c. ti ti
U r-~,
~ 1'- - - 0 4 6 ,84 N A R I
n
v, x ~D~~,E QF WASTE - I
0
N
C Cy
C 7
O l T
L c A
N 6 8
88 N.T.S.
C O jV. Ci
~ 137 Benfeld Boulevard, Su~~te A
C O J Millersville, Maryland 27108
H., V) y G Tel (4T0) 987-0032 Fax (410) gg7-4392
p
Q ~
d

a:
Q
ti- Z / ~
y L ~ ~
'1
PROJECT MANAGER DEPARTMEN? MANAGER
PM JC DM J H
LEAD DESIGN PROF. CHECKED
LD AJO CB JCL
f; C Q S-. DRAWN DATE
DB JES 04-18-03
C y N
~ Z DRAWING NUMBER PROJECT NUMBER
'J ~ O ~
V ~ Q

copyright ©2003
B 5' MIN. DITCH WIDTH OF STONE BERM: AS REQUIRED
12" #57 WASHED STONE T EXISTING Gf EXISTING GROUND EARTH BERM 6„ ~8.,
OP OF EMBANKMEO
1800 CU. TOP OF STONE FILTER
FT.:"ACRE ~ o °oo0o°C~oo~~~o X S SEED IMMEDIATELY -
o°°° ~ ~oo~o Do°~o o ~ COMPACTED SOIL 2' MIN. A ° o ° 0 0 0 0 6 MIN . AFTER CONSTRUCTION ~ - 2c ~
o°° o O°°Q° O~°~ O°°O0o ~ SEED IMMEDIATELY ~ 00 00 ~ 00 00 oOgo ~ AFTER CONSTRUCTION _ _ ~ _ ~ 0 0 ~
o o° o o ~ 3 - - - ~ ~~~`i~~ ~ a ~
o 3
0 GRAVEL 1~ 11/ FILTER , A 3 V~ V~~ BEDDING ~/i~/ ~ 1 ~~~\~A ~A ~A i~/~
FABRIC ~ ~ ~
2' DEEP x 2' WIDE ~ ~ ` ~~j~/~/ KEYWAY MW, CLASS B STO NE
CROSS SECTION A-A 1' ~51 WASHED STONE
B 5' MIN.
A
2:1 SIDE SOPE
MAX. ABOVE OVERFILL 0' FOR
ti~ ITR A FL E SETTLEMENT A A A A A
~ ITRWITH oo F L E D 0°~00
TOP OF EMBANKMENT o a SEE PLAN °~O° / 3 0000 000 N,T.S. 3 4 3 4 N.T.S.
~ 4' MIN. 00° o° o0
° o~ ~ EMERGENCY BY-PAS T F T FI T R J ~ ~D0° c~'-~'~o S OP 0 S ONE L E ° ° oQ % 6" BELOW SETTLED
°O O O _ FILTER
Q - ~ o ° ~ TOP OF DAM NOTES: X ~ z ~0008~00 ~ OBR c ~ 10'-0" MAX. GOT R ~ PERMANENT SEEDING
Q J Q~ _ o o 6 GRAVEL E S ~ - ° ~ ~ ~ o BEDDING 1, WOOD POSTS TO BE BURIED A MINIMUM OF 3'-0", cn o ~ ° ° i 3 ~ SEEDING MIXTURE
~ ° ~ o ~ D NATURAL ~ STEEL POSTS TO BE BURIED A MINIMUM OF 2'-0" SPECIES RATE LB ACRE
o~CO GROUND 12 GAGE ~ ~
1,5' CLEANOUT _ ~ ~ LINE WIRES 2. INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS AND 1:1 SIDE SLOPE ~ MAINTAIN UNTIL COMPLETION OF GRADING 1WINGS AND PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30
DEPTH 3' MAX. K EY1NA COMMON BERMUDAGRASS 10
GERMAN MILLET 10
10 GAGE
LINE WIRES TAMP o o SEEDING NOTES 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
BACKFILL N A ~ 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHER~~ IT CANN T
N FLOW FLOW O BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 LB'ACRE
STONE SECTION B-B ~ ~ ~~i'~i', '~i'~i'; ri'~i''~ CENTIPEDEGRASS.
%A~i~/i
CONSTRUCTION SEQUENCE: ; ~ 7 1~2 OZ. SEED DATES APR. 1 -JULY 15
~ FILTER FABRIC ~ 8 FILTER FABRIC TO 8 fER FABRIC TO 8E
1. CLEAR GRUB AND GRIP THE AREA UNDER THE EMBANKMENT OF AL'~~ VEGETATION AND ROOT MAT. ' ~ w I ; BURIED UNDER EX. DIED UNDER EX. GRADE SOIL AMENDMENTS
' ' OR AS REQUIRED B7 I1 U v ~ v ENGINEER WOOD OR AS REQUIRED BY ~INEER APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY UEGETATIDN, STEEL P05T LB~ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB~ACRE 1C-10-10
ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NO TO EXCEED 9 FERTILIZER.
INCHES AND MACHINE COMPACT IT. OUER-FILE THE EMBANKMENT 6 INCHES TO ALLOW FOR MULCH
SETTLEMENT. APPLY 4,000 LB~ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROUING, CR NETTING
3. CONSTRUCT THE OUT~~ET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE OR BY CRIMPING WITH A MULCH ANCHORING TOOE A DISK WITH BLADES SET
RIP RAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC WITH 6" GRAVEL BEDDING AND A, KEYWAY CUTOFF TRENCH BETWEEN THE RIP RAP STRUCTURE AND THE SOIL. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
~ PLACE THE FILTER FABRIC BETWEEN THE BEDDING AND SOIL EXTEND THE FABRIC ACROSS THE
N.T.S. 3 4 SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM. MAINTENANCE
~ EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING UP REEERTILIZE THE FOLLOWING APR. WITH 50 LB~ACRE NITROGEN REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONES A YEAR. WHERE A NEAT
THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FT. DEEP AND 2 FT. APPEARANCE 1S DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED,
WIDE WITH 1:1 SIDE S_O~ES.
4. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. CONSTRUCTION SEQUENCE
5. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH 1. OBTAIN COPY OF ALL PERMITS. CONDUCT PRE-CONSTRUCI TEMPORARY SEEDING 12/1 - 4/15 PRE-CONSTRUCTION MEETING ON SITE WITH NC DEPARTMENT OF SPECIES RATE LB ACRE
OF 3 FT. AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SI ~ ~ LAND QUALITY SECTION. KOBE LESPEDEZA 50 gY
SECTION. ' NO. DATE REVISION DESCRIPTION
1INIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH AS SHOWN ON THE PLANS 2. FLAG LIMIT OF CLEARING. CKD OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
6. CONSTRUCT THE 1 , WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER-FILLED EMBANKMENT. KEEP THE EXTEND BEYOND JUNE.
SI"~ OF THE SPILLWAY OUTLET STRUCTURE AT F MINIMUM OF 21 INCHES. THE 3. REMOVE CONTAMINATED WETLAND SEDIMOTS WITHIN 1D FE 3 THICKNESS OF THE _ ~~S CAPPED. INSTALL ROCK DAM AT INLET OF EXISTING 18" C ~'S WITHIN 1D FEET OF ROCK DAM AND FLACE ON TOP OF AREA TO BE
a WEIR MUST BE LEUE~~ AND CONSTRUCTED TO GRADE TO ASSURE DESGN CAPABILITY. EXISTING 18" CMP. SOIL AMENDMENTS
w 4. INSTALL ALL SILT FENCE. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2 000 LB ACRE JAMES LANDFI~~
~ 7. MATERIAL USED Iti THE STONE SECTION SHALL BE WELL-GRADED MIXTURE W11H A d50 SIZE OF 9 GROUND AGRICULTURAL LIMESTONE AND 750 LB ACRE 10-10-10 ODD LUMBERTON RD. ~ US HWY 74 FERTILIZER.
~ 1CHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND 1 MAXIMUM STONE SIZE OF 14 STALL TEMPORARY DIVERSION DITCH ~1 TO TEMPORARY SEDIMENT TRAP.
~ INCHES. THE STONE ti%!AT~ BE MACHINE PLACED AND THE SMALLER S10NES WORKED INTO THE VOIDS 5. INSTALL TEMPORARY SEDIMENT TRAP . INSTALL TEMPORAF OF THE LARGER STONES. THE STONE SNAU_ BE HARD, ANGULAR, AM HIGHLY WEATHER-RESISTANT. ~AURINBURG NORTH CAROLINA MULCH '
3 6. COMPLETE SITE CLEARING. APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT,
° 0 8. ENSURE THAT THE ~ C'vE SP_LWAY Ou'TLET SECTION EXTENDS DON~NSTREAM PAST THE TOE OF THE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
EMBANKMENT UNTIL S1AB~E CG~dDIT10NS .ARE REACHED AND CUTLET VELOCITY IS ACCEPTABLE FOR THE 7. INSTALL TEMPORARY DIVERSION DITCH ~2. U NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
o RECEIVING STREAM. KEEr THE EDGES OF 'HE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING .RN SIDE OE FILL AREA. INSTALL CHECK DAMS. MAINTENANCE
GROUND AND SHAPE ~H_ CEN~E? TO CONFINE THE OVERFLOW STREAH. 8. CONSTRUCT PERMANENT DITCH ON SOUTHERN SIDE OF FI ~,a cc -n ,T, ~ A~ 9. REGRADE WASTE. ° REEERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REEERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. EROSION AND S EDIMENT CONTRO
a 9. DIRECT EMERGEN,, B A,,,, ~ Nh ~ ~R STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW DISTURBED AREA WILL NOT DAMAGE TAE =~,dBANK6"ENT. L
10. REMOVE REMAINING CONTAMINATED SEDIMENTS FROM WETU NTS FROM WETLANDS AND STREAM CHANNEL AND PLACE FOUNDATION TEMPORARY I 4 1 - DETAILS AND NOTES SEED NG 5 8~
10. STABILIZE THE Eh1BA'~~KMEP,' AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWN- LAYER. RECONSTRUCT WETLANDS AND STREAM CHANNEL T STREAM FROM THE TRAP ~,MMED'~A'E~Y AEfER CONSTRUCTION. .AM CHANNEL TO PRE-EXISTING GRADES. SPECI ES RATE (LB~ACRE)
11. INSTALL SILT FENCE DOWN GRADIENT OOM GABION WALL. 9 GABION WALL CONSTRUCT GABION WALL. GERMAN MILLET 50
°
IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY BE
o ~ 12. PLACE GEOMEMBRANE AND GEOTEXTILE. A A SUBSTITUTED AT A RATE OF 50 LB~ACRE.
13. PLACE PROTECTIVE COVER LAYER. SOIL AMENDMENTS ~
L 3 4 '~o N.T.S. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB~ACRE
14. PLACE VEGETATIVE LAYER. a~ o ° GROUND AGRICULTURAL LIMESTONE AND 750 LB~ACRE 10-10-10
15, INSTALL PERMANENT SEEDING MULCH SOIL AMENDMENTS L AMENDMENTS ON ALL DISTURBED AREAS. FERTILIZER.
~ AREAS TO BE DISTURBED CUT, FILLED, ETC.) ~o
~ ° ~ 18-INCH CM? CULVERT ~ ° a ~ ° a ° o~ 16, WHEN VEGETATION IS STABILIZED SCHEDULE INSPEC110N W E INSPEC110N WITH NC DEPARTMENT OF ENVIRONMENT AND NATURAL MULCH 1131 Benfield Boulevard, Suite A
° ° FLOOD STORAGE ZONE ° ~`V F~ RESOURCES, LAND QUALITY SECTION. UPON APPROVAL, REI 1 APPR VA U T FUICES I T F ~ T APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, Millersville, Maryland 21 108 0 L, REMO E ALL EMPORARY D~ , SL ENCE, FL ERS, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADE - _
° `P ~ n ~ ETC, SMOOTH GRADE AND BLEND IN TO ADJOINING AREAS ~ ° 'a ° i SEDIMENT STORAGE ZONE ~ )JOINING AREAS AND SEED ANY REMAINING DISTURBED AREAS. S SST NEARLY Tel [phone] Fax [phone] STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
1. ~ / ° ooQo~cQoo ° ~ % ~ 9 ~ C Oo o po C 0~ a MAINTENANCE PLAN
a i ° ~ 8g ° MAINTENANCE
° LOW ~ NATURAL GROUND ~ 0 ,oOoGQo0~Qo0 ~ oo 1. INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAID ~ 1~ o Oo0 oc0 0 , AFTER EACH RAINFALL EVENT. REEERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REEERTILIZE
1 ~ ° ~ ~ ° 2.5 (MIN) ' 8 8g 8 , ° AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. r ~;r ~r
~ ~ 1~:'''0(]~00 ~ ~ - _ _ _ _ _ FLOK ~ ° DO C0 ~ 0000 ° 2. STONE FILTERS TEMPORARY SEDIMENT TRAPS: REMOVE ~ 1 RAPS: REMOU DIM T H IT H A" T ~d E SE EN WEN AS ~CUMULA ED TO ONE HALF THE
ii NOTE: DIM ARE MINIMUM - - - - - - - - _ _ PIT DEPTH. REPLACE GRAVEL ON FILTER AFTER SEDIMENT FTER SEDIMENT 1S REMOVED, REPAIR ANl ERODED AREAS ALONG SIDE TEMPORARY SEEDING 815 - 1230 SAY ~ Q
a o ACCEPTABLE UNLESS I „ T OF FILTER. ° ° OTHERWISE NOTED. ~ °EO~EXTI~E UNDERLINER I RIP RAP X003 SPECIES RATE (LB~ACRE)
FILTER BERM CLASS ~ ~ C~_ASS ' RJR RAP WA H T N . 3. SILT FENCE: REPLACE ANY FABRIC THAT HAS COLLAPSED, I (#5 S ED S O E 4S COLLAPSED TORN DECOMPOSED OR BECOME INEFFECTIVE, REMOVE RYE (GRAIN} 120
I 1' THICK X 3' HIGH MIN. SEDIMENT WHEN DEPTH REACHES SIX INCHES. ~ . . P 4 p IES.
d5 ~~ASHED STONE ~
~ Mak. SEDIMENT DERT~+ t2') 4. TEMPORARY DIVERSION DITCHES: REMOVE SEDIMENT FROM SEDIMENT FROM FLOW AREA AND REPAIR DITCH TO MAINTAIN FLOW AFTER SOIL AMENDMENTS
(CLEAN OUT POINT) 18-INCH CMP CULVERT EACH RAINFALL. FOLLOW SOIL TEST OR APPLY 2,000 LB~ACRE GROUND AGRICULTUR,4E PROJECT MANAGER DEPARTMENT MANAGER LIMESTONE AND 1,000 LB~ACRE 10-10-10 FERTILIZER. PM JCL DM ,JLH
5. SEEDING: INSPECT AFTER EACH RAINFALL AND REAPPLY S TIU~ .ND REAPPLY SEED, MULCH, AND FERTIU-ER TO ALL FAILED AREAS. LEAD DESIGN PROF. CHECKED MULCH
o ~ SEC ~ o NTS SLOPES, INSPECT AFTER EACH RAINFALL. FILL AND REGRA[ ~IEL AND REGRADE RUITED AREAS, REMC1 E SEDIMENT FROM BOTTOM OF APPLY 4,000 LB~ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, LD AJO CB JCL
~ SLOPES, RESEED AND APPLY MULCH AND FERTILIZER. FERTILIZER. NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. DRAWN DATE
_ T~'~,TPnR A RV R(~~'l~ ru~'(~'u Tl n 11~i r OR JF~ n~-~4-n3
w 1 LIIY11 \11b1116 1 1L V k-lI V11LI V11 1.1r11V1 C L E MAINTENANCE
~ o > z REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 PROJECT NUMBER DRAWING NUMBER
~34 N.T.S. LB/ACRE NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND -EMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LES-EDEZA IN
LATE FEBRUARY OR EARLY MARCH.

CONTRACT SHEET
1 °F 21
CITY OF GRE ENGINEERING & INSPEC ENGINEERIN SAN[TARY SEWER OUTF INDEX OF SHE \1\\~.\ r \ COVER SHEET
City of Greensboro Underground
Locates Inforrnatlon/Requests ~
COG Water flesources Dept._373-2033
GDOT Traf f is Signal _ -373-2606
COG/Guilford Co, Telecom _ 373-2084
COG Water Supp ly_ _ _ - _373-5855
Tanks/Treatment Plahts GDOT Storm Water._ _ _ _ _ 373-2569
MUS r
N 0 Z C ~ D
G CITY ~ Y ~ p v Q o
~ 0 9 p
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BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949
1
CITY OF GREENS90R0
ENGINEERING DESIGN DIVISION
Existing Manhole i/B" (labeled) Q
Proposed Manhole i/B"
Telecommunications Manhole 1/B" (labeled)
i~( 1 (P- 3711C) GALLIMORE DAIl2Y ROAD - !!'j;'i h FROM NEW LIFT STATION N r Exist. Curb Inlet 5/32"-5/64"
~ Prop. Curb Inlet 5/32"-5/64" OD
Telephone Booth 3/16'-5/i6" 4
~ Exist, Tele hone Or Power Pole 3 32' -o- P /
Prop, Telephone Or Power Pole 3/32"
City Of Greensboro Signal Pole 3/32" (labeled) ~
Guy Wire 3/32" v
Exist. Hydrant 3/32" .Q
'S Prop. Hydrant 3/32'
~ ~ ~i ~ ~P- 37llB) GALLIMORE DAIRY ROAD - LIFT STATION TO CHIMNEY ,I i;, , (P- 3711A) GALLIMORE DAIRY ROAD - ,I Water Valve 3/32' (labeled) ~
Traffic Er '-?eering Signa] Box 5/64' (3~oc
Gas Valve 3/32' ~
Grate or Drop Inlet (D.I.) 3/32'
~ Right Of Way Monument 3/32' ~
I,; ~ CHIMNEY ROCK RD. TO CHI il' ICI ~ ~ (p_ 3711) GALLIMORE DAIRY ROAD - CHIMNEY ROCK CT TO S. BL1 - .i Iron Pipe 3/64' oE,P
Meter 5/64'
Electrical Outlet 5/64" (labeled) SELECT.
Telecommunications Bax Or Pedestal 5/64' (labeled).....,... ~
Exist. Precise Traverse Point 7/64" (labeled) ~To
SB" Or Less Tree i/4" (labeled)........ 10~
Over 20" Tree 5/i6' (labeled),..,....,. r .f,..
Shrub 5/32'
N/n~,~ 4lF_;, ~ Clean Out i/i6"-i/32" (labeled) o y,rl q ~ ?C. 0.
I°T'~ Pole 3 32' labeled ® L'Gi
M / ( AR
Wheelchair Ramp (City Of Greensboro Std. 1418) wcp ?oa3
J9 Control Of Access Line 5/i6" Q U A(
S st, Water Line labeled - ( ) - Cr w
li ~ Prop. Water Line (labeled) „
GIN
BE Exist. Sanitary 5ewer (labeled) S P-371i
N' ~I~ ~ ~ ~ c-3~if~ Prop. Sanitary Sewer (labeled)
exist. Ri ht Of Wa 9 Y• GGETT RD eIG T
o ~ M Proposed Margin
0 0" Ar rN~ ¢ a0 Easement (labeled) - - - - -
NSTAI N o~ s. • • F 90 ; ~ oQ Temporary Construction Easement... ~E_
I ' N 0~~ 21 Exist. Dirt Street. i
11 I ~xsr sw noeo ac,~ ~ ~rL-- a Exist. Payment V.~._ vn. o
I ° Exist. Curb labeled - - - - - lT~ ( ) S
\~a sirE z ~ ~ Po ~ srre 3 III ~ ~ a ' Exist. Curb & Gutter labeled _ IEY ENTE BLVD m ( ) '
i,' p, ~ : ? N ~ , Prop. Curb & Gutter (shaded & labeled) ~
w mm ~ Qm a ~ o ~ Survey Line -_,o/
~ rQ \
- III - ~N Slope Line. H - - z
17 center Line i8
\ \ I ~ IVY HORNADAY RD 1 g Exist. Storm 5ewer (labeled) ~"e ~ ~ HDRNADAY qp ~"1~ 1
• SR l67B ' a ' TF~ Prop. Storm Sewer (labeled) . .
r T4T SR ts78 r% F ao Gas Line (labeled) G -
' p Transmission Line 6 Tower
h I Q '
~o Underground Telecommunication Cable (labeled) - T
o" EX. 20" SAN. SEWER Underground Power Line . . . . . .
FORCE MAIN P37iiD EX. i6 JAMESTOWN ROAD ' o Fence (labeled)........ X ~ . . - - oQ SANITARY SEWER OUTFACE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
lid I~ zo'a. xEAS'" ~ 0Q N Reilro
~ v II ¢ Bridge (Prop. Solid & Exist. Broken)
N Box Culvert (Prop. Solid 6 Exist. Broken)
Guard Rail
V l-'~---- wENDDVER AVE Hedoes Or Bushes (laheledl nr'vm
SR 154!
Woods Line ..................................................fn~~
Exist. House
VICINITY MAP NTS Temporary Silt Fence
Erosion Control Device (COG Std. No. 215 6 432)
BID DATE:
nwow

r -7-~-- - - - ~ - -r- Q v 1
r r ~ ~Q- TEMP. ~ ~ TEMP. 5EDIMENT BASI o I ~ CONTF~ACT SH -T ~ EE
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Q / w ~ /j ~ ~ NOTES: ~ h Q Q u a ~ ~ r e ~ ~
~ r ~ h ~ ~ ~ CORE & INSTALL NEW L]NE WITH PLUG TO BE , r s ~ ~,=~'o ~ p ~6. ~ I ~ - ~ / i ~ 4 _ _ - _ , / ,
i ~ ~,y2z _ ; REMOVED AT SUCH TIME AS CITY ABANDONS i i ~ r~ ~ ~ kJ ~ ~ ~
OLD STATION. Q ~ s' ~ o,~°~ Q ~2~,m~, / , ME OG/ ' o ~ ~ ~ ' ~ ~ .
2. CUT & PLUG TO BE COORDINATED WITH CITY r o - - 't VAUtT - • . 1c. 5 I
TAT ~r 1r MH 14 ~ , ~k AT SUCH TIME AS EXISTING S ION IS _ - I 1 TEMPORARY CHANNEL 3+65.51 - - - 5R. - ~ NOT JN- o _ -
ABANDONED. } - ~ CROSSING -COG STD. 213/214 0 + i ~ o C F ~ I _ _
~ . , ~,t~fi , ~ ~ EXIST]NG S i0 FOR PIPE---~'-~ 0 x ~
r 1 ~ I i~ , MH I _
1 ~ - x t5_RC~ TO BE ABANDONED - _ EXISTING MH - - ~
M H 15 ' ' ~ - - - ~ _ STABILIZ~'D
_ " 0 1 0 ~ _ ~ 7+46.42 V + - - ~ CONSTRUCTION ~ ~
- --y- - - i R W ~ i o _ _ ~ ~ ENTRANCE ~
r ~ - ~EXISTI G 8" SANITARY p ° - '1"---~- SE R LINE r- o , r. OP , , -
~ OSED 8 - _ - - EXISTING TO BE ABANDONED ~ ~ PROP i x EWER ~ ~ - - ~ 15 ~ ~ J _ EX ,
SANITARY S E.LP. - ~ _ ~ MH CUT & PLUG EXISTING 8 SANITARY SEWER CoG STD. 210 . - - Il _ ~ ~ ~
ss ss ss ss ss ss - ss - - ~s _ EXISTING 8 SANITARY, SEWER LINE , , FXISTI 8" SANIT ~ " _ - - - - P ~
_ ® Ez. vA~~vE , A SEWER LINE _ - ~ ?0 BE ABANDONE~1 r ~C1 BE ABANDON D - ~ - ~ 4 i - _ r C~ P
- _ 2~ I f ~ '2- ~ Ex ~
CUT & PLUG ~ FK , ~ i
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L MH COG STD. 210 / ~ ~ ~ '
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a WILLIAM E. MITCHELL ASSOCIATES REVISIONS TYPE CONTRACT CONTRACTOR AS-f TOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P -3711-C CITY OF
m 1-19-99 SHOW EXIST. STORM GREENSBORO
CIVIL ENGINEERING • SURVEYING • LAND PLANNING RAIN THROUGH SITE ROADWAY DESIGNED BY ENGINEERING DIVISION
125S-11-03 ELM STREET -11-03 COG COMMENTS SUITE 100-B SEWER 0 CONST. SURVEY BY SHEET NO.
co GREENSBORO, NC 27401 [phone] WATER GALLIMORE DAIRY ROAD O.F. _ CHECKED BY NEW LIFT STATION NORTH FROM 1 OF 5
Q
SIDEWALK SCALE: 1"=40' HOR. 1"=4' VERT. 30" O.F. WEST 746'

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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
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OTHERWISE NOTED ON PLANS.
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94-7031-A-996-27 CONST. EASEMENT 20S PROPOSED 20" FORCE MAIN W. G. SILER W.G. SILER
JAMES NOEL STD. SEDIMENTATION CONTROL 170.99 FRANCES L SILER FRANCES L SILER
715 CHIMNEY ROCK ROAD FOR CROSSING STREAMS 94-7031-A-996-26 ` 705 CHIMNEY ROCK ROAD 701 CHIMNEY ROCK ROAD
D.B. 3401 PG. 907 W. G. SILER
DURING & AFTER CONST., USE FRANCES L SILER
COG STD. NO. 213 & 214. 709 S. CHIMNEY ROCK ROAD
LINE CHANNEL WITH CLASS II D.B. 2447 PG. 204
STA. 31+72 STA. 33+25 STA. 34+2 STA. 34+31 STA. 36+79 TEMPORARY STONE STA. 39+06 STA. 39+24 STA. 41+40
RIP -RAP TO TEMP. EASEMENT 29.75' RT. 30.04' RT. 36.50' RT.
24.10' RT. 22.82' RT. 25.86' 21.61' RT. 1 41.02' RT. = DITCH CHECK, COG I
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REVISIONS
X
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F.
;
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
RUTH. DATE. BENCH MARKS
JOB NO.
P-3711Af
I1Y OF GREENSBORO
ROADWAY
. STATE POINT CITGO ELEV:
895.24
DESIGNED 11-15-98
BYDWB/BHO
ENGINEERING DIVISION
SEWER
.
1999-03
_ _ _
_ - _
12-04-98 `E.BOLT HYD -A GALLIMORE
p- - _-------_-. -___
DAIRY RD
___..
875.89 DETAILED I0-15-96
_
BY TDL/HG'
GA I-BIORE DAIRY LIFT STATION FORCE MAIN
SHEET NO.
WATER
E.BOLT HYD -B GALLIMORE
DAIRY RD
CHECKED
BY
CHIMNEY ROCK ROAD
4 OF 9
SIDEWALK
Y& CHIMNEY ROCK RD ELEV:
826.09
SCALE: 1' _
40'
4
GALLIMORE DAIRY ROAD TO CHIMNEY ROCK COURT
i4 Mar 2003 14:16:44 G:\eng4\Gallimore Da Rd LSFM-3711A\T0P0.pro

_ < . STA. 8%+51.
f 34.x'' '~T. ' - - J i
9N ALL CONSTRUCTION SHA O 5TRUCTION SHALL BE IN ACCORDANCE WITH THE ~ 1 5 2 4
907 77 I CITY OF GREENSBORO 5 94-7031-959-7 WATER LINE AND SEWER f~ENSBORO STANDARD SPECIFICATIONS FOR
~ RAFFERTY-BROWN DF NORTH CAOLINA ~ OTHERWISE NOTED ON P INE AND SEWER LINE CONSTRUCTION UNLESS ~ SE NOTED ON PLANS.
426 CHIMNEY ROCK ROAD ~ n D.B. 3412 PG. 2153 ~
~ D.B. 1998 Pu. 645 P,/W i
Q ~ 10N 841.23' W ~
94-7031-959-18 J ~ ~ Q ~ ~
LIBERTY HARDWARE W I gMASCO U ~
Z i 324 CHIMNEY ROCK RDAD ~ I
~ D.B. 4619 PG. 680 J 2 O ~ O ~
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1` CONSTRUCTION COG STO.N0.216 REPAIR DETAIL ~ I E ~ ~ I L I I ii
~'C STD. SED. CONTRO EASEMENT !95 COG STD. N0. !07 ~I PROPOSED 20' FORCE MAIN E ~ T' I. f07 1 E 88 i I
DRAINAGE L FOR CROSSING 1~ T DITCHES OR STREAMS. USE COG STD. N0. S 2i3 AND 422. r ~ 11 ~ I I
30 SY RIP-RAP, 26 'x !8 'x !.5' ~I II ~ TE E ~S M I
G A T COMBINATION AIR VA Mp FAS AjNT n / CUUM RELEASE VALVE EASE ~ eoNS FMFN ~ = GITY OF GREENSBORO STD ~ 2Si (CRISPIN UNIVERSAL MFNT r' E T I
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REVISION TYPE CONTRACT CONTRACTOR AS- TOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P -3711A CITY 1 GREENSBORO
ROADWAY K- STATE PRINT CITGO ELEV: 895.24 DESIGNED 11-15-98 BYDWB BNO ~~iNG DIVISION
SEWER 1999-03 E.BOLT HYD-A GALLIMORE DAIRY RD 875.89 SHEET NO. 12-04-97 DETAILED 10- 15-98 BY TDL/HC GALLIMORE DAY LIFT STATION FORCE MAIN IR
WATER E.BOLT HYD-8 GALLIMORE DAIRY RD CHECKED BY _ CHIMNEY ROCK ROAD OF
SIDEWALK 6 CHIMNEY ROCK RD ELEV: 826.09 - SCALE. 1 ~0 GALLIMORE DAIRY ROAD TO CHIMNEY ROCK COURT -
14 Mar 2003 14:32:16 G: \eng4,Gallimore Da Rd LSFM-371lA\T0Pu.pro

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p GLADYS S SEARS I I J I I ~~J - - EI EIP ° EIp C/0 MARCIA S. BEGAN, EXEC. II ii o ' o~ ~ 1 i I 11
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Y~ SANITARY I II 11 PROP . MH 12 x36' l _
^ E ~ SEWER LINE ~ I 11 TEMP. SEDIMENT BASIN E AREA DIST. = 0.30 AC ~ ~ E - E ` I I II I 11 11 STA. 93+51.50 - BORE PIT 11 STA. 185+01.20
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• (PROPERTY CONDEMNATION) 1 11 I1 I 101 SY CLASS I RIP RAP PIERCE-RO 36" CMP
5 26N 11 TEMP AIL BASIN I ~ TEMP. CONSTRUCTION EN ANCE ~~L BASIN TYPE B \ TMN 615 4-
P 11 CDOT 1ST ~ 16 ~ COG STD. X217 11 REA D111ST = 0. ' IST ~ 1630.02 \ = 0.05AC \ CONVERT TO COG STD. #214 DEIST \
1 ~ I PERCY H 5EARS, SR., ~ , GLADYS S SEARS 11 LX6 Wk3 . Wk3 \
~ C/0 MARCIA S. BEGAN, EXEC. ' - 11 TMN i 28 D 893-i7 (2) N 11 \ \ \
11 ~ 11 I1 28N ~ , s DO NOT USE FOR 1
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ROAD 1 SANI'I' 8 ARY SE 11 TM 6 1 1 m AS S00 n UTF 1 1 X00 N A ALL S PRO BE AB 9 11 11 1CITY OF GREENSBOR01 1 TMN 1 28 D 893 66 \
POSED 24 ANDO S NED 1 ANTT 1 ARY SE U WER - 11 G EX. 3711 I 11 11 \ 50~
INVER 1 TS PUT IN 1 DUKE POWER AND SER VICE 11 MANHO _ LES AS 1 11 ~ CITY OF GREENSBORO STANDARDS NOTE:
D 1 TRANS. TOWER - B 11 ENG 1 IlVEER 1 11 11 All construction shall be in accordance
# 146 - - 11 11 1\ with City of Greensboro Standard Spec- ifications for Nater Line and Sewer Line
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i ~i i ~ 1 H ~H i ~ ~ i ~ ~ i i ~ I I i I ~ - ~ ---i- ~ : _ ` ~ _ _ - - ~ - - - _ - --i- ; - i ~ -I--- i
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f ~ ~ 1 i ~ 1 , ~ , ~ ~ ~ ~ 1_ ~ ~ o i ! i _~C i I i t ' l l i ~ ~ i i i i t i i ! ~ i i ~ w i ~ ~ i I i i i i I ~ i ~ i ~ - - - - - - ~ - - - - - - - - - - - I I~ I I Q' (L1 I i I I t i ~ I i I~ ~ ~ i ~ I I ~ ~ I I ~ I I ~ I I i I I I I I _ 1r I--- -t ~ -f ~.__.i
I ~ 1 ~~1 i ~ i i ~ I! I I l i ~ 1 l. + I l r i l I I T I" 1 i I l i ~ ~ ~ ~ ~ i LL WJ ~ f 1 I I I, ~ I j I II I 1 i I ~ i I ii I i I ~ I j I I i I I _ - _ ~._'_J._-~
i ~ ~ ~ C ~ -I -f ~ - ~ . ~ " ~ ~ ' ~ ' - --I L_ i i ~ ~ ~ i i i ! i , ~ ~ ~ ~ ~ ~ i 1-" ~ - 1- - - - j - ~ ~ -r- I , rt i rt.-~ ~ i ~ r ~ -x-- f ~ I ~ I 1 ~ i I ~ I I i I ~ I, i i ~ i ~ ~ :Ck Z I J I ~ _ _ _ _ ~ ~ ~ ~ I I I I ~ i 1 _ _ - _ _ _ _ _ _ L___._ _ . _ -3}- -r T _ ~ _ - _ _ _ i _ _ - I}--- I - ' - ~ I f 1Z1?~(~' i~ I I I I I I I ~ I I I ~ 11 I ~ I I I ~ l) ~ I I ~ ~ ' ~ I i I I ~ ~ I. ~ ~ ~ I ~
! i I ~ I ~ ~ ~ i I ~ ~ ' ( ~ I ~ " i ~ ~ { j I i ~ i i i ! I I W H I_ i ~ i i _i I r r~ I O I - ~ ~ ~ I ~ I I, ,
i + ~ i~ I i i I ~ i I ~ ~ ~ I I + I I i i , ~ i! 1 i i I i I I ~ i ~ ~ i ~ r i I I I! i ~ j ~ I~ I 1 j I ~ ~ I ~ ~ ~ ( ~ I( I ~ ~I II I I ~ I i I - - - - - - - -
i r i 7 i ~ i ~ ~ ~ r i ; I + + i -T- i ~ + i I I i i i ~ i ~ ~ I + ' i~ T ! I C I " I I~ i ~ i i I i I I~~~ I ~ I I I i i ~ ! I I~, I I I I ~I~ r I I I H~ ~ I I ~ I i ~ I , ~ ~ i ~ i I I ~ ! 11 I I ~ L----I- ' ~ I I I I
_ _ i ~ ~ I w~ as I I ~ I ; 7 ; I I ! ~ , ~ ~ ~ I I I ~ I ~ I ~ i I i
i ¢t~, I I I - - - - - - -+---I ~ - - - ~ i ~ I I I I i
( r 1 i 1 I~ ~ ! " ~ i ~ i i i ~ I C I i i 1 I i ~ ~ I ~f ~ I ~ ~ ~ ~ ~ ~ ~ i I i i ; i I i - ( ;
- I I i I ~ I I ~ ~ ~ ~ I i I ~ i i~ i i 1 i ; I ! i ~ ~ 1 , i i i i` i ~ 1 f i f I i i i ~ i i + i I I ~ I I ~ I j ) ~ i I ~ i I ! ~ I I I I ~ I
i I . w w n H ~ n n f1 A A A
86+00 87+00 68+00 89+U0 9U+UU y1+UU ye+UU ie+vu y~TVU Z)9Tt7V
REVISIONS TYPE CONTRACT CONTRACTOR A FACTOR AS-BUILT AUTH. DATE BENCH MARKS DATUM NAVD88 JOB NO. P -3711 CITY OF GREENSBORO
ROADWAY TBM N RIM SAN MH ON EMBANKMENT S DESIGNED 12/14/98 BY GCE ENGINEERING DIVISION
1999-03 SEWER 12/4/97 OF I-40 ELEV = 897.68 DETAILED03/09/99 BY MPK GALLIMORE DAIRY ROAD SHEET NO.
WATER TBM N RIM SAN MH BELOW EMBANKMENT CHECKED 1/7/99 BY RSG
- LIFr STAnON FORCE MAIN F 6 O 6 N OF I-40 ELEV = 679.33 SCALE: 1" = 40' CHIMNEY ROCK COURT TO SOUTH BUFFALO OUTFALL
SIDEWALK 28 Feb 2003 18:36:12 G:\eng3\1Proyects\P3711-06 Ga111more0airy LSFM\Ga111moreDairy-new.Dro FINAL6.PLT

copyright ©2003
.J-CJ ~I -2~.W/L =_=i\W.~~I_v.~3W.~VE=~~IL.y.-d~}VJ4\N IL~.W~N_.uf_V ~IL~4lk --~W~~I.y.
0 -6 /VEGETATIVE LAYER VEGETATIVE LAYER VA VA VA VA \ ~ ~ ~ V~ VA VA VA VA 1VE LAYER
\~/A~/A~/A~/A~/~~/~~/~~/~~/~~/~~/A~/A~/A~/A~/ / / / / / / / / / / / / / / /
PROTECTIVE COVE ~ECTIVE COVER LAYER
FOUNDATION LAYER
1'-0" PROTECTIVE COVER LAYER FOUNDATION 611 i ~i
DRAINAGE LAYER 1',x,1 i~ 8-OZ NONWOVEN GEOTEXTILE
8-oZ NONWOVEN iy`' G EOTE XTI LE ~~`~~`i
1'~ ~i~i 1 ~ il[i ~i~,~ w_ ~i ~i~,~
0 „ > ~ u~ ~i e~ ~`~.~-s < i-'• ' ~ D50 = 6" RIPRAP
~ v s w. ~1~Y ~ t ~ -v, 1-~1' ~ i m - t k ~1 a .p~'"mb~ ~ r< C' , R,, a , r Y -\k Y >f~ 1* 1 v~~'i \ LAS Y~~'~ w7.~ i h~l~ ",Y ,~~,r ,
r.~ ~°~.fi~ ~a;.`~sT 40 MIL. TEXTURED HDPE ,;~~~;.z~,;~, ,;~~a~-w.r~,,. -Y }-,~i'. `i~lA,'~ X,r ~~y~F~. >h~ ~i~.,~~'~~'J~~J"4Yi 1~•',r.~-~~~,~~; ,bf l.-6i r~ ~ ~ v: N ~ l, ? GEOMEMBRANE ~u~,~
.q'~`d^~' v~ .pwn ~~sl, as f=~<')'~v ~"i.v'w, ''tl`. y~.~ . 2v Gar: „~J ~ h S~rio~.%< a~~" >~I .1~. ~t~'~~','~-^° `^',5~. \~~y~~~.'~~J, .T .,~,\.F.`Y'I. ~„rr~~"T,t',a~ti~ sY^•Y'6+~:r~,~~~°'ifi"~'.\'.~/~' H ~~u~, CHANNEL
'~*"Z^ (f~^~ :1v f~~.~:n,', ,ail, ti >ro~ ~.4Yr~~'~;: ~4 1'-0" ~,.!v~ FOUNDATION LAYER ~~~;;v~~- 7 7
'Fj ~ = a*,' A ;'q:;yr~t..Tl ^~h+l l iV ,'.y 0^ ~~"t 1 ~ ~ ~a,}~~~:,,~..>~,!i.~~',~-~;,~: f,•v~*7;Fa~t~i<<Y.,~,?~~~~:``?c,~,.1~' !,Y,;,;~r::" 40-MIL. TEXTURED o ~ MIN. 1 0
'1~',' , ~ y~~,. ~ rb.". ~y ~ 1~'v;. q. w. ~ i :x ~~~,u~;~ ,,.tI,Y„-~~'~d ',I,~ t~4; ~~z> HDPE GEOMEMBRANE
+..~1~- fir' `,.a>,'x r i, y r~Y nv K~ ~S~•..r~4~~,cs~d=~i~C\%~'t:S'i;~<.,~r.,,~Z:,.`K~,r,:~~;'.,,'•~•~cY~,-v~;,,~`~N:~~, cY;~~~~,-~y~.,.i_
V l~ l V / V l V l~ l 1'-O" 8'-0"-~
~
( ~ < ~ WASTE 1'-0" STRUCTURAL FILL
~ ~ -EXISTING GRADE~FILL ~ ~ ~ ~ ~ ~ ~ ~ ~
APPROXIMATE NOTE:
~ ~ ~ ~ LIMIT OF WASTE 1. THIS DETAIL IS FOR TERMINATION OF THE COVER SYSTEM i`~~~ AREAS
EXCEPT WHERE GABON WALL IS LOCATE.
V c A ~V
6 7 6 7
N.T.S. N.T.S.
VEGETATIVE COVER

\
A /
A \
~~V 1 1 V TATIV AY R \ EGE E L E
/ /
vi ~~~1Y_ v , ivi vii ~i ~
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STRUCTURAL FILL OR
~ EXISTING SUBBGRADE
VEGETATIVE SAYER
A D E I Channel Side Slope C depth Bolton Top Wldth Slope Velocity Linin
9 Type (H:U) (ft) Width (ft) (ft) (fl~fl) (fl~s) T BY N0. DA E REVISION DESCRIPTION
1 4 1 1 9 0.01 2.0 VEGETATION ELEV. 188.5 CKD
J 2 4 1 1 9 6.035 3.1 VEGETATION 1'-0" J
3 4 1 1 9 0.01 1.4 VEGETATION ~ ~
4 4 1 1 9 0.035 3J VEGETATION D50 = 6" RIPRAP
3 5 4 1 1 9 0.01 1.9 VEGETATION ,,~~i~iv " ~ ~ ~~iiyi~iwi~ r ~~ii~i~-, O° ~O JAMES LANDFILL
;~y~~i~y~~i~ ~~~i' ~ 0 ~ 1 ,r~i~~i~~ 0 0(~ ELEV. 88 '-G" - OLD LUMBERTON RD. & US HWY 74
•pi~~i~~i~~i i~~ ~~i~y i~, ~ ~U a 0 0~~ 0~ W w ELEV. 188 ~ " x 2" WOOD
0 O~QO 0 0~~0 O ~ _ ,~l/~~~~~i~~~ ~ a0 a0 a0 Q 0 a o~ a ~ ~;~i~~~iu~~~i ~~~~i~~~iUi~yi~i~i~~ii i O 0 ~ 0,^ 0 LAURINBURG NORTH CAROLINA a a a >
- ~~i ~i~i~~i~iV~~i i~~ i , ~ U l~ U1 ~ 0 0 ~ ~ ~°0 °0
00 000 000 00 ~ oo boo boo 0 00 00
Z('YPICAL CHANNEL SECTION ~ ~o°°~o° o ~o°°~o° ~ °°~c a a Qao Q o Q o Qao Q o Qao N 0 0 0 0 0 0 0 o Sao Sao ~a o 0 0 0
O U ~ 0 000 000 000 000 000 000 000 ~ ~ I 000 000 000 00
N.T.S. 6 7 0 0 0 O o Oo o Oo 0 0 0 0~ ~o ~o ~ ~c a a a o Q O Qao Q O ~o 00 boo boo O Oo 00 ~~ao ~ o Qao Sao
0 0 0 0 W~ 0 0 0 °o ~ ~ ~ a ~ ~ ~ ~ W~ 0 0 0 ~ ~ °0 °0 ~ ~
a ~ ~ ~ ~ ~ O~ 0 o SECTI ONS AN D z
~Q
1'-0" 10'-0" - 2'-011 DETAILS
TRANSITION ZONE ELEV. 188.62 ZONE
0 J
0
0 U
7
N Q C ~p O i
A
M° 6 7 o ~ N.T.S. 6 ~ 1131 Benfield Boulevard, Suite A
o~ N Millersville, Maryland 21108
T ~ o / g -0~, ~ ~ Tel [phone] Fax [phone]
o~ 0 1 ~-0~,
a ~0 z GROUND SURFACE
o ~ ~ / ~ . A r~
~ D = 6" RIPRAP ° . ~ 50 4~/~:~ ~ flJ
~ 0 1 00 0 0 0 1 VARIES MAY o~ k
z VARIES ARIES NOTE:
L no~ o o~ n~Tod 0 0 "0 "0 o n. 4 WOOD STAKES SHALL FORMA ~ ~~i,,'~,
SQUARE CONFIGURATION WITH A ~ ~
MINIMUM SEPARATION DISTANCE OF 3
FEET AROUND EACH MOMTORING WELL. YELLOW TAPE SHALL BE
1'-0" - 8 OZ. GEOTEXTILE WRAPPED AROUND THE PERIMETER of PROJECT MANAGER DEPARTMENT MANAGER
THE STAKES TO MAKE CONTRACTOR
AWARE of wE~LS. PM JCL DM JLH
LEAD DESIGN PROF. CHECKED
O L LD AJO CB JCL
O ~ O
A A A DRAWN DATE
_ _ _ . , _ . ~1 nQ . i~c n~_ ~ a_n~
N E W U U ID SI AKU~ DETAIL PROJECT NUMBER DRAWING NUMBER
Z / N.T.S.
U U7 °cn
Q ~ N.T.S. 3 7

_
copyright ©2003
ELEV. 188 VEGETATIVE LAYER
ELEV. 189.5
J
ELEV. 187 1 -D"
' ELEV. 188 188 7 7
ELEV. 189 ~ ~ ,yam y 0
0'~+20 01+75 02+55 03+08 „ „ O Q QO ,y0~~~~,~~~~jp~~~j~ 5- 0 ~ 5- 0 ~Oo O o icy ~~~i'~~~O~i
00+00 00+55 UO , i i, i, i, i, i, i,,,~
(FEET)
O O~ OTC 0 0 f ~ ~~~i~u~~i~~~i~~~~%~~~~~~ ~~~~iV~~ cv 0 O O 0 0 O O 0 O O 0 ~ ~ O~ O O O O ~
C 0 ~ 00~ 00~ ~O 0 ~O 0 i OOH OO 0 00 0 ~0 00 ~0 00 '<~%~`~'i~ . `~`%%~i O 0 O 0 0 O O 0~ 0~ O O O 0~ O 0~ ~ °~^~i~~~i ~it,~ii;~i,~~i,?~i ~
o ~ 0 )pa0 ~po0 (1 0 Q QO ~O Q QOO Qp00 Q QO Q ~O
TWO, 3-FOOT HIGH GABION SEGMEN O ~ O ~~O ~O O°O oC Oo OoZ:1 ( 0 OO OO OO 0 OO OO O 0 0 l0 O O OO O O O O O o°O o
FINAL INTERIOR GRADE 191 ~ ~ 00~ 00~ ~ ~0~ ~ OO OO ~o~ ooh ooh 000 0 0 0 0 0 O 00 00 O o0 O 0 0 ~o o c ~ 000 O Q O Q O
191 ~ boo boo 0 0~~0 ~aDo )poopo 0000 ~ 8 0 0 0 0 00 00 0
190 ° Do° ~o° 0 0 o 0 0 0 o O o Oo 0 Do ~0 0 0 0 0 0 0
190 - ELEV. 189.85
189
~ 189 TRANSITION ZONE
188 WETLANDS SOIL 3'-O" )S SOIL
~ 188 w J
w ~ 6'_0° 187 1 Q
187 z PLUNGE POOL ~ ~
~ 186 8 8
Q 186
w 3'_0„ ; i 185 J
w 185
- 184
184 308'-0" - N.T.S. 6 8
00+60 00+8D 01+00 01+20 01+~ 01+60 D1+80 02+00 02+20 02+4C 02+60 02+80 03+00 03+20 00+00 00+20 00+40
(FEET)
~ EXISTING SOIL
~I~~NG ~A~~ , a GA
M D = 6" RIPRAP
\ \ \ aoo / / / / ~ X00 50 WETLAND N BY
5 8 / / / / oa o oa oooo~ ~ ~ ~ ~ooOa ~ SOIL 0 DATE REVISION DESCRIPTION ' CKD 0 o p Oo p X10'-0'~i
~ ~ ~ ~ ~ ~ ~ ~ ~ / / / / o ~ ~ ~g ~ OoQQoOo o0o0~a ~ 0 0 0
/ / / / 6 / / / / \ \ \ \ \ ~ 5 0 Q Q
\ \ \ \ \ \ \ \ \ \ \ \ \ 3 / / / / / / i / / / o oc ~ o aoo
\ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / oo ~o 00000 r ~ JAMES LANDFILL °o p o o p ° o 0 0 0 0 0 00 o
\ \ \ \ \ \ w / / / / / / / / / / / i ~ \ \ \ \ \ \ 0 / / / / / ~ ~ 1 -6 MIN. / / / / / / ~ ~ OLD LUMBERTON RD. 8c US HWY 74 0 0 0 00 0 0
N / / / / / \ \ \ \ \ \ \ \ \ \ 0 0 0 0 0 0 \ \ \ \ \ \
\ \ \ w / / o / / ~ \ \ \ \ \ / / / / LAURINBURG NORTH CAROLINA /
10'-0" -
0 0
0 0
8oz GEOTEXTILE
0 a PROFI LES SECTIO NS AND
a VEGETATIVE LAYER DETA ILS
i
0 PROTECTIVE COVER LASER
C 88 N.T.S.
~ R GABION WALL
FOUNDATION LAVE a
0 8-~Z NO~~'v;^dOvEN GEOTEXTILE 4-INCH INCH DIAMETER
0 GABION 190
~ ~ ~--3'_0°--? CLEAN BACKFILL
ii a = CH~tiN=EL
~ ~ WETLANDS 1131 Benfield Boulevard, Suite A
~o Millersville, Maryland 21108 STRUCTURAL FILL Tel [phone] fax [phone]
2'-0" (MIN.)=
~ ~ ~ S ~ Ab'~, 1,1~:: Z 1 8
~~'d~j, =ZcS. _
wETLA~ z E o r~r~r 3 ~pN ~ ~ EXISTING GROUND ~ 6 ~
~ 3'-0" e (TYP.} 1 WETLANDS SOILS ~
- ~ rrrrr 40-MIL. TEXTliRtD - r y ~ rrrrr~ ~ MAY ~
~ o HDPE GEOMEMBRANE r r ,_D„ w ~ rrrr,--~rrr,~rr~ z \ ~
rr ?-l rrrrrrr ~rr~ i A\\\\\\\\\\\ .A\\\\\\~~ ~~a ~ ~ ~UN~ . ~ ~ ~l . ~;I
a ~ STRUCTURA'~ FiL_ ~ r ~ ~ r ~ '-.c - ~ r--~ ~ r il
WASTE ~ i 184 J
-0~~~--- 4'-g„
~ VARIES \ \ \ \ \ / \ \ \ ~ PROJECT MANAGER DEPARTMENT MANAGER
EDGE OF WASTE~~ STRLCT;,~*~_ FILL ~ PM JCL DM JLH
BEAD DESIGN PROF, CHECKED
T LD AJO CB JCL
A ~o
~o y DRAWN ATE D
~T m e F R nR .iFC n~_ ~ a_n~
1V 1 l \ V V/ V V 1 / V V
GABION RETAINING WALL( N E \`iPROJECT NUMBER DRAWING NUMBER
a~ o
'z 8 8 ry Q.T.S. U rn
Q ~

copyright ©2003
WATER J LIMITS OF DISTURBANCE
- -
UTTIVATE
---.i .L - X JIL 1L I
_1
~ JI,_ _,I,_ ~I,. X JIL SIL 11L SNP / n
7 " !I ~III~ ~WLL ~Ill~ ~WLL ~yWLL
~ 9 X V
• IL JIL 11L JIL JIL
1 ~LW1L ~111L ~W
SHED Q f IL AIL ~I,_ AIL -,I,. LIL - ~I~
0 MW-5 ~O \ .~WIL ~1WLL ~WIL
~ 0 ~ LIMITS OF RROW AREA 1 J ~ _ ~I,_ _,I,_ 0 20 40 80
11L JIL 1L JIL / V SCALE: FEET
5 O \W/L ~WIL a\ll!/L \W•
1 \ J ~ I_ JV_ _II_ _ll_ • ^ \VVV L LL JIL
A~ ~Lt~L ~l a~111~L ~LWLL LEGEND:
1 _ilr_ _di_ _i6_ JL
• JIL JIL 11L S 190 FINAL CONTOUR
~W/L ~WlL ~\W,/~ ~1W/L ER ETER DETAIL X90 ExISTINC CONTOUR
N OVER SY T ER ETER JIL iIL 11L LIL /1
LIMITS OF CONTAMINATED
V AWE ~1Wg ~Wg ~1W/L ~A!!T ~ - WETLAND SEDIMENT
~ JIL_ _,I,_ _~I,_ ~ 6 7 ,c \ ' 11L 11L 11L 11L LIL
/ ~\W~ ~W~ ~\lillL ~111~ BORROW AREA
~ 6 7 _~I,_ _~I,_ JIL X X EXISTING FENCE LINE
JIL 17L JIL 11L 2.
5 OO W/ ~W/L ~\W/ ~W, \W/ . - - - - - LIMITS OF WASTE
X ~ ~ JIL _III _llr_ _OL _~r! ~ X X X X ____1Y E 2 ~ . / JIL JIL 11L JIL
//LL~~ / ~ N `~J V/ L ~\WlL/ L ~lW_ BOUNDARY OF USCOE DELINEATED WETLANDS
~ ~ ~ _ _.L. 6 7
' I~ - ` IL 11L 11L EDGE OF WATER
N ~ ~ ~~U11~ ~~W~~ 3W~ ~W/L 3
SIL _lIL ~ LIL 11L - LIMITS OF DISTURBANCE
FLOW DIR CTION I ~ 1 ~ ~ _ ~ .IL _.I,_ ~ WETLANDS
~ SWAL - I~ 11L LI~ ~ ~ ~~L
~ ~Lw~ ~ ~ ~ti~
~ ~ JI,_ _ ~ _~L
111 ` JI JI1 111• / ~ X STREAM EXCAVATION AREA ~ li
~W/ \1ll ~\W/L ~ • 530 N
~ _w_ ~ ..L_ JIL ~ 1 JIL JIL
v~~ av L ~~k OFL_-1 MW-1 ~ EXISTING MONITORING WELL
- ~ ~ _IIL~~ W_ 6 6
~~L vLIL AIL ~ ~ CHANNEL
I ~ N i
~ o N CHA~INE _ ~ ~ _d 1 0 o ti I ~ o fi~'PE ~ 1 ~ '
1 X
_w_ Ju_ _W_ _ur_ ;
IL 11L L ' IL JIL
~W~ a\W ~W/L ..y~
6 I .W_ _VI_ . I _W_ • ~ CANNEL ~L IL ~ L oF~-4 NOTES:
1 PE 1 .ilW, ,W ,li
52 N ~ \ ~ 11I_ _dl_ _y_ ~ i ( 1. SEE DRAWING N0.1 FOR GENERAL NOTES AND LEGEND.
' IL Jl L 1L 1 I ~ ~ <
i I ~ ~ ~Wlc ~W ~1W~ I I ~'x! ~ TOTAL AREA TO BE CLOSED WTHIN LIMITS OF WASTE DISPOSAL UNIT i ( 2.
} I 1 _0_ _'L_ ~ _III_ Jlr_ • I IL .IIL ~ L 1L JIL 6 8 ~ IS APPROXIMATELY 1.3 ACRES. ~ BY
S i ~ ~ N0. DATE REVISION DESCRIPTION 3. THE SURFICIAL 12-INCHES OF SOIL ~N THE BORROW AREA SHALL CKD
/ I ~ ~\1L~' /L ~iW~ 31ll~ -v I ~ • ~ ~ TA I I ATION OF THE BORROW BE USED AS TOPSOIL FOR FINALS B L Z
/ , _ W_ . ~ 3 I ~ 1 11L J~ JIL LIL 1L O ~ x ~ TH TOPSOIL REQUIRED FOR THE CAP OF THE a AREA AND FOR E
~\~u~! ~ 3~~ ~w~ J LANDFILL. THE REMAIMNG SOILS tN THE BORROW AREA SHALL BE
~ 1 o ~ _.I,_ _ .W- - - ~ ~ ~F~ ~ W USED FOR THE FOUNDATION LAYER AND PROTECTIVE COVER LAYER
~IL 'r~ ~IL T REMOVAL AREAS. JAMES LANDFILL OF THE CAP AND AS BACKFILL IN THE SEDIMEN
~ r _ ~W~ ~ W~ 3~~ „L12 • ERTON RD. ~ US HWY 74 X OLD LUMB 4. BORROW AREA FINAL GRADES ARE APPROXIMATE. CONTRACTOR
a ~ ' ~ ` JIL ~ L 1L J,L 1L SHALL ONLY REMOVE THE AMOUNT OF SOIL REQUIRED TO CAP THE oRTH CAROLINA LAURINBURG N
5100 N ,L W, W, ~ LANDFILL. FOLLOWING EXCAVATION, THE BORROW AREA SHALL BE '
~ D( y W W L COVERED WITH 6-INCHES OF TOPSOIL AND REVEGETATED.
~ f - 0 UT , ~ UT AL ~ 2 0 l~ 5. SUBGRADES AND FINAL GRADES SHALL BE A MINIMUM OF 5 PERCENT
19 ,L ~.w~~i 'I U ~ ~ ~ d AND A MAXIMUM OF 25 PERCENT, UNLESS OTHERWISE NOTED AND
Q I O M rn ` JIL JIL 1L 1 JIL i 6 ~ APPROVED BY THE ENGINEER,
W V1 ~ O ~ ~uu~ w~ ~w~ avW~ 1 ~ j 6 7
o , _ i 6. ALL EROSION CONTROLS SHALL REMAIN IN-PLACE UNTIL THE SITE IS
a _ L_ _W. , a ~ emu. AIL STABILIZED WITH PERMANENT VEGETATION AND APPROVED FOR REMOVAL BY THE ENGINEER. CONTRACTOR SHALL INSTALL ADDITIONAL PLAN
Y TYPE 4 _ ~ - _ X ING GRAD FINAL X MW-~ EROSION CONTROLS, AS NECESSARY, TO MITIGATE SEDIMENT LADEN
H X X - X RUN-OFF FROM EXITING THE SITE; ADDITIONAL CONTROLS MAY
X I N \ CULTIVATED FIE D ? 6 ~ - ~ ~ TARE NOT LIMITED TO SILT FENCE AND TEMPORARY INCLUDE, BU
_ > ~ u - TI N. EROSION AND SEDIMENT CONTROLS SHALL BE IN VELETA 0
j ACCORDANCE WITH THE "NORTH CAROLINA EROSION AND SEDIMENT 'i ~I
o o TORM TER~~, 5000 N S ER'~, CONTROL PLANNING AND DESIGN MANUAL", UNLESS OTHERWISE
0 - IVERSTI N ERM APPROVED BY THE ENGINEER. ~ ERM
U i ,i
ER ENT HECK I ~ p ~ a ~
(TYP AL OF ) I i i
COVER SYST M D - 6 8 ~ ~I, ~ 1131 Benfield Boulevard, Suite A
i F , o~ I Millersville, Maryland 21108
6 4 ~ I N~ 6 Tei [phone] Fax [phone]
II I o~
~N tT U • 1
1 ~9
C O
~ ~~n N \ ~Y ~ ~
~ 0 4900 N
ii w w w w w w ~ ~ MqY ~ ~ ~ ~ ~ .
~ 00 0 0 0 0 0 o c ~ c o~ 0 0 0 0 0 0 0 6' c
0 0 . ~ ~ , ,

PROJECT MANAGER DEPARTMENT MANAGER
1 PM JCL DM J
LEAD DESIGN PROF. CHECKED
A ~n rR iri
o -C Q0 LU 110V w vv[-
f O co O M DRAWN DATE
w DB JSG 05-19-03
O O v ~ ~
N E Q0 0 > z 07 CD co N PROJECT NUMBER DRAWING NUMBER
a o
u cn Q 0

TRAV~ES:~~. r ,.`;)147 UUCt! A1J'.'.~ 1..1~lE~. vrc~.>~x "~uTS)
(~t~iN'i' Ne>>. ~l~t:) 1='i71i,d ~ ~;r i E~,~. strxvar ~rNC~a:
1ft"/1U13f~:iE LiNE FRUM WOIN'F 'A" TO PCIiNT --~-_.__.._._._.__..a _W._...~...__._.__..~__.~. ,..__w,....9,__._._ _ . _ _ HARdLq D. AEExIUS & MARCAREi" B. ALF_k!(,~S FAMILY UMt1E"q 1"SART`NE"RSNIP DEED BOOK'1~44 At PAGE ,?~'P
Al.(?NG 1Hi~ NQF~MAL NIGH WA1ER LINE OF 1NE ~ ~ 9EA8~N0 DISTANCE: k1E~Af31N~"3 UI'~11~l1;D' s 6 A1`1..APJTtO N)RAC~45TAi. WATERWAY ANO MIL1. G`RCEK 1070 A 1 S 48'2'7;8'"W 46.292' A ? ~ ~'.~:m~r~4iPd L ~~"'Er t?~t~RlNt D1~7",~,NCE I'Eh~q~'R r,°dUNTY REG(SJ"RY' NA P~rfAl), fu'C'
1 113 A 43 N '14"??'S2 W 5', 8' ' ~.~r 11 I'J d(P.~ 5 4~"1~: ~ ~ A ;~3°1 r 1071 A Z S' 44`42'16'1N 27.211 A 3 4 7 ~ t? l:~k;` ~ 1C!4t~ - },~r~ h. ~ ~~i7' t, '1:11 NOBS' r~~ zio
14,tt~iwl„ ~3F,~'CNG 1)l5'TANCE 1977 A 3 .`i 53'09 121N 43,122' A 4 111 A 49 N ,1 1G 1~ W 3 ~ , i~ ~ G~ t., , ;r~jsy" A ~Q i ~ 1 h~ ~1 ~ ' { w'~s).32F',' l~, 1..x7 G i l 15 A 4~5 N 54"53 35"W 34.9,51' .11; ; 4 ~ A 104, 1 S 48'1631"E 3.14 1071 A 4 S 50'S0'37'W 33.365' A ~ h ' .517 8,' ?1741 A !3 r6 tip; lt1 1x5' li 1.33 f. A F't3RT)ON OF" TH15' PR?PERT}' UOES PE tTf I q F r L W T N A id YEAR idJD
~ ~ 11 l6 A 46 td 13'2.1'52°`E~ 44 715° 1, ~ p S 58'13't7'1W 58,37' 10:4 A 5 a 54'?.6'57"W 9.c53 A P, l`l" n , f 1117 A 4? N 1D"18'39°E 3:,978` , „lt? ~ , y.~ , I it741~ A t s~, N t~ : 17 4?"W Ei''' A 134 ZONE' FENDER COUNTY' FLr7Oq fNf~UF~ANGE .RATE MAP; J1U~44 0527 C ZONE A--11 (~'LET~ f l,lt) AND ZONE A--9 (EGEV 'f f.(7) r< wow
;3 ~ 48'37 ~~'3 ~ 48.38' 1075 A 5 S 44"01,37y'W 1 Q:992~ A 7 1 ~ ~ ~ , D A OG ~ I U44 A i 45 4~~ Vd ~ t ! f~' H~ t 3w~ ~ 111£3 A 45 fJ 54'i?0'45"E 40 4G8~ A -9~ i ~ ~ A ;li ~ ~ ,r S 48'09 41 "W 64.91 1076 A 7 44',01 141N 5.493 A 8 f ~ { ~~y a ~ ' ~ l 1. CdRNERS ARE MARKED AS NdTEq OM' MAP. ~ 1._....-...'"`-.-y~ ~
1119 A 4'13 tW 46,`21'16"E' 11734' A ~aO I 3}~' A 92 I(14:3 A I,~. "J .r..;990W ~~~.7(,4 0~. l~Ci S 47"4, 33 W 47.,36" 1077 A 8 5 a3 42 58 E 10.397' A 9 , 93., f 1tJ42 A 136 N ` 4"3'35"W `6,980' t, }3r , , ALL l3EARlNG;3 ARE h1C OR1D ~`NAU 811 plVf ~ 4. ALL DISTANCES ARE NORtZONTAL F/f.Lt.~ Mf,ASUREMENTS. ~ E~)B 1°E
~ 10 & A 9 S 02"19'50 D 8.677° A 11 11".0 A .~0 h1 01"34'29."F 8.4 A ~ t r t> S 11 ~3T42'W 45.6x~ , 11 ~ ~ ; t)1' A 9,3 , ~ i " 15.43' fC79i A lw, to ^~~}14'07"W 44 ~9~1' A 138 r S 2,2 09 44 `W 77.29' S ~ , 11 i A 5 : P1 53°4x ~,3 N' ~ ;1 , ~ ~ 675' A ~ n 78 } , • ~ , ~ " ~ 1079 A 11 40"4T58VJ ,7..652' Ala. " ~ i-v4(? A 1.,. ~?,"~rq'14"'YJ ~7.4.uC' A 139 ~c , sJ ~ ~oArv. AREA coMPUTEq ~r rxE LodaDlr~rE MErHUq ~ }8.954 ACRES ~ ~
~ 1122 A ~,u 1J 63'1,."9 W 15,3x1' ~ ~5 ~.1 . r ~ i ~,h1j~' A 95 ~ r S 1.. 17 16 W 31.87. 10803 A i S 3~J 52'Q3"1N 4,824' A 1.x i ~ f C~, 1:'~9 id i 4" 11'+1 "F~ t~`~4.148' A '1447 x9 1 1123 A 53 E~ 61' i 2' 1 Q"W 1~ u~rss3' A .1 ~ S' 42'U7"10'W 40:60" 1.081 S 08'4:1`1'°'W 41.946' A i,~}. ~ m ~ ~ ; " , ~ 6&,k~" 1~ 14i~ r~,F ' J8.094' ~ 141 ~ +a. M1N(MUM LET S1Z~" JS 2Q~UO SF (LaT Nn. ~ ~ ~R i~r~ M1LL CR~~~K I' ALC STREET re/rHr dF wA~s ARE .so' ,
„ A 13 1'124 A 54 N 4.5"3435 W 29.796° A ~O~H ~ ~ I1 ~ ~Q S' S3"47'19~4U 53,80' '1082 A, 14 S 16°15'30,'+ 32~3u,7° A 1. ~ ~ , 1125 55 PJ 6135'43"iM 17.07:1" A :r4~ ~ ys~ ~ i i A 1~'.,~ t IG37 11'1 fa! ~~~€_r5'+b~ ~r~,.054" l~ 14~? C r , A. Af,t CULDE.~ACS HAWS A ~D RADIUS
, S 5,6'4721 W 45,59' S 28"35;5 vV 46.117' A 11> n ~ 7., A 1 . 1, s, ~ ~ 1 A 143 1Q$3 A l,a i t?.6 A 56 Pd 27'21 99 F_ 2a 976' k ' ~ ~ lti3h A ,i4;w ! y 4C kJ 6 34 4 ~ f4 ~ 1 ~ L 1:; 7318 25 W 47.07" 1084 A 16 S 41' 13 00'~J 48.895' A 17 . , n 10135 A ~ 43 eti7 ~ 7 a. LtliS WILL BE ERvEq Er PRIVATE" WELLS ANq ~E~PTrc sT ~°rEM 10. Al,L S1REE17 ARE PRIVATE ANU PA4'Eq WITH iH' dF° ASPHA[.T.
127 A 5'7 ~ '1,T 26'51 ''E: 31.228' ~ ~ - ~ ~ . ~ ~ A r ; 1 ~ .56; 5iJ. F 359' A- 4 44 13 N 88"19'17"<N 46,BG' tk° 9 ' 14 1J~ ~ ,r ti, , ~ ,t~ 1085 A 17 S 49"23'42~~ 21-299; A t t3 ft, T'H!S PRdpERTT gdES NOT L!E WtTH1N THE F1.ddgWAY dF MILtS CREEK,
1 a1 N 56' 'W 33 26' 1 '128 A 52~ 19 56" 12'41 "E 2 ~ .166' a. E 9?: % 4~ ~ 1 t7 .9 A 144 ~ 1., ,4 98 W 4 r 3.. 7 1 ~H ~ 3609 1086 A. 18 ~ 58`45'i?7 W 26.43$ A 19 ~ A t(}~ 1~1.;13 A 14'."1 N '1T26'0`s,"D '.5419` 145 ~ r'S N 19 29'08 "W ,31.24' s c l i 29 A 13 N 6f> 3 16 E 22. t 1 ~ ~ t ;~f: y'~ ~x i (1 1? ~ ~ x 1087 A 19 ~ 58'59`48 W 30:524' .A .~~1 1 1341 A 5:3 N 55°51'06"E 199101' r ~ ~ ~1' ~ r ~ A 146 h 0"~.94~3"~' 8~,7' 190! 12 G,ONCRETE MdNUMENTS WILL. 8E SE7 AT THE RC 8c PT dF EACH ' r,LlR~rw IN rr~E r"~Nrer3~1N~- of rx~ Raar~ ~vR suRV~~r' +r:oNrRaL
1 t} NOT 48'DO' 24.99" 1088 A 2D S 71' 47, } 4"W 29.012' A. 21 ~ , b ~ ~ 1 i 1 ~ ~ ~ I ~ ~ }4,31 a. i49~ ~ ~,~`~5'4fJ"D : 9A6,' ti~ 14~r ~ 1131 Al r., 45 09"E 8 75N' n 17 JV 2h"33'09 E 49.66' tOt~9 A 21 S 8524'.31."YJ 24,358' All 60 F,w. ~ ~ ; ~ 4~ "~,7 1 t1 1 ~ art ~r ~k~' A 1 1 ALL E't_FVA770NS AF?E NGVC~ 29 ('MEAN SFA tLVEL)
r ' 6. 113: A 54 N 46"22'15"5 1P, ~i4 ~ }~~a r' ; r.i ~ v,, 11~~ 1 1,,. A 14; ~ ?~k1'f~i`1'"N .3, . ~1~ ~ 1t, N 3~.OlOT E 3 80 10901 A ?.1 N 85"14'4'11N 28,!J53 A. 1~ , 1(7,.5;? 1453 ~ ~U if331 !w ~ ~n3' 0 1,>(1 t 4. ~ENCN PdAP WA,`~ NCG-~' MaNGtMENT`_; "CJRC'LE~" '"!'(I_(~F,AM" _ 7yPit:Al RuAD G'R175,J SE~'1lPaN
1'~1 N 54',5611°E' 34.99' ~ 4.6 A 23 1143 A 80 N G3':~ 58 E ~G.12,,'" A ~ llh~'` C~ A '9 s3 ~ ~ ~ ~ ~ 1031 A ~_2. N 49'16°th >1J 2 78 ~ ` 1U~8 A 1.~Ci ~r 4x~Y Ow ~2 ~ ~ ZB~T r~ 1 ;lf"~ N 58' '0 ,33,61' 0 1134 A B2 414637"W i9~I. 9, ~ ,4 I 9,- ~ ~ ~ r. ~ 04 4 "E „ 1992 A 13 09 02'21'34"W 25.553' A 44 ~ 114 N 6~,j'4~"1,~ Vd Mti .,..,8' N. i'.5,,
1' t 135 3 N 82'415'48"tM 1$.588' `i i ~ 142F; A SC39 7 a 1 J N 70? l3 57 E 44.03' A 5 ~ 1093 A 24 N 04'50'51"E 28.535` A 2S ~ ~ ~a~ ~ t5 2~. ~"~>`1`~ ~ ~ 1~.'; t,,.-, >a " 1135 A E'i4 7 7f~'2~3'S1"'Ni '~~i.'7J4' ~ s ~ ~ 1 p; ~ 1G A 15; ,"`W ~ 4~'~' N h6'S3 ..7 E 45,90' h r .1 4 , : 4 11,. Lh'G~~D"' , j
„ iD94 A 25 N 46'32 44'°k c9., 32' A 2t1 ' ~q 5~ W 4E1.G 8 A i Wi4 I 1137 A 6fi ~ 76'4~a07 4~ 44 ~3 ~ , ~ x 1021 A 1 ~~.a N ~f11828E 35.46'` 1095 A 26 N 39"11'32°6 43342' A c.~ r F~ A 97 t r , , ~ r~~ - 11.~~8 A 6~7 S 75'0;'3'34"W 4,.424' ~ A~„ ~ b~ - ~ iClF1 t,a4 ~ r5{?4"?t),°~ ,58,21 A 1,is ~ (rF fexrsnrra ~H Prp~) I
~1 M1! f,. 24.01 "'W 4.?.17 1096 A 27 N 65"55 ~5 E 21,1 I1 A 28 1139 A 6r ~ ? ' ' A f Ic 10121 A 1''i`' ?'48 i 7 W 'fi 9'4' n, 15if, ^a 3 N 64'S8'50'W 19.584' ~ 1, 5; ~ ~ ~ N 4~ 1'13't 4'VY 21,54 1097 A 28 N 56"48'49"E 44.977' A ~ A . E75 !~'Y1'TiNt7 7R4M' STnIYE7 ,r _ _ SRS (ktDN RPc7 SfT) RIt)i . QF WA't _ _
A ~ ~ 1140 A 59 N 54"3~ 33 W 47 i?'~' A _ 10.'0 A 1,~f, -r+` 17 t l ~ E~ 1 Clk r4 1 W,f N 8,a OQ'S2 36.34'.. 1098 A 29 N 7rJ"1,3'27' 51.811. „C 1 5 ~ 11 A 1 t il1~.i A 1..~7 : .3. _,,~1_i,.° 1,,58 . ~ S 82Jb 11 63.24' 1099 A 30 N 11'55'061"E 91 ~5;3~J` A 31 1141 A '7~~7 N 49"3625"W 76 8U8 .4 ,.I ~ 1, ~ ~ ~r . ~ E. G7 l~fS (CdkCfif(E' NG1NlIMEMP ~SEf,I NOftMAL FNp1 V(A?~P 4iNB ~°~N ~(E~5'1lM; Cf1N.ftE7£ MDlJUMENT) r• i f.~'
, ,7a'~'7` d A 1~'1 ~ 1(x19 A 1.58 "~11~.,1~3`0. 4;3.1:8' i5~~ ~ ;i: N 89'55' 11 "W 49.77" , 1142 A 71 N 36"50 40 W 4 yx, A } 1 ' 10;18 A. 15{3 ' ~ =1'Q5' 13"E ; s1~ 944 A 15., 110G A 31 N 85~~i 12'~ 11,624a A 31 , a 1; ' ~ ~ ~ i ~ M,"Ga' CRIt1 fA0N16Vk7+'t W4'14Au~D I.MtE ~ Ji"a i I
a 1143 A 7? N ~56"1.9'07'W 00.993` ~ ~ ~ E.~ 1 N 82"43'40°W ,31.79' ~4 A az 1101 A 31 N 20'31' 10"~~ :38 6.. ~ r ~ ~ A . 1(117 A 1EU .101";S~"~~"0' ~at~785)' ,a t~,4, 1344 fi 7,~ Nl i75'I~57"~ 3065' A_l~ ~ r ~ = ~ 3' N 80°1?`16'W 42:1,3' a ors (~x~str~crauura+,n sr~m~xJ ( 8' cry uric . RRSS )rrI4dGR7A( 5f'!KE' ,....W-
, 1102 A 32 N 04'23'11"W ~.2G4' A 3~ 9 „t` i' 4'a~ '4~ A I 1015 A 1E31 N 841`.18'14"~ ;#i i`'~6' r. 16s ~I 13 8 W 54.97 C,. ~ ~ ' ' , ',.,C; 6~ 5 8T 17. 1145 A ~4 P~ ?5 4w. 42 3,.981. ~ ~ A ~ 1J14~ A 16',3 h ,4,.4.5,°, E F~`<1~~' t~~ 11.1 1103 A 34 N 1'"~35,1~W 16~Q4'} ~ ~J ~ A iF 1146 n, 75 11 ,.,12'45 E 4.671' ~ i f'rC,~sc l~ are ~r4a ~u srrr} ex~~nNU sPOr ei~.wkn(,N ~3: ! " ~1 3,1
N 6148 03'W 48,9E 1104 A 3~5 N 51'55 43'W 8895' . ~ ~ , 1147 M 76 C~2'SC;'06"E 94.15G' " ;z : ~ ~ , ~ A 1 X53 141'! 3 ,4 16~ N 8904'13"iV c0.97' 11Q5 A 36 S S1 5531''W 11.©5~? 1, 1 ~ can (~snwr, ao ~ ~~~i 5" ASF'HAf:T` _ ~,p~p. L,n~ rrlsnNC ccwmuR 8° CdMF'AGTEU A6C STdNE `'l.C1f'E t,/4 ~T'
~ -~y, 1148 ; 77 N ~?z,'~~'14"E 11 4n3' ~ ~ il~9 N 3011 ?5~"W 30.00. 1105 A 37 S 7J 59 ~k~~ 2,.~~~OJU' A, 1 I ,G ' 1949 A J8 M G7",1T' 1 ~~'6 3c,55(7 ~ Fix ~ : t'~f1 (Td IA? W'IDT'H - i9'}
N 08'05,.,4°V,' 62,65 1107 A 38 S 63 2E 5`3"W 34.867 A 19 1 I ~ ! M I 19 A 1a 9a"11 47 881 ~ ~1~ N 2~4?1 ~Q E 46.18' 110$ A 39 S 851© x'bW 30.564` A 9C r . ~_t~ ~ ES~ME~7Vf UN~~ F,'%1SYINt3 WELE
r,- ~ • r 11.,1 A €>,M N ,.764 2., r~ 417.1_.13 ~ I N x.807 151N 69.00' 1109 A 4(l S 88'13'38"W 57.71?.' A 4J 4t1 hJ 01'.35`40 E 0.09' c" ~ `'1` .A 91 1152 A 81 P1 r?51"9 ~ '1 ''N 46z7~+` 1 I 4 1110 A 40 ~ ,453414a W 73.21 ~ ~
X11 ti 2414715"W29,91' 1 1 A 41 S 84'09''1„~+ 382(la> A ,11• 91,.3 A UZ ~ 8i'1~ ~'A' 4~.8i,1 ~
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b,4 N 09 1,8,04aW 137.4?" NDRTft1~.ST ~,r1A'Mff3 Y; ~ ~ f 1 r ^ p p y q rf, .J f l 'RFs(i~"~ STt~NE' AT THE i
N 28,1 ;8'W .50.41' _ ~ L!.)T' No, 9fA r _ ~ ~a ~ ~ , ~5 4c ~ SOU7~ GYES1 CaRNER 1 n, ~ ...,.w ~ ~ ~ "
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N ° t 'O6'W 31,83' ~ 0 - , ~ ~ ~ i 1 Afl ~`FlE` i ~ J~t+tif ~ ~~t, I 5' ` L~? 725J, , ~ , - 1- s. ~ G'94IR~ ~ .a rr'34. t 1~(16~`'1, F F'E~NCER r ~Jt1N11 hE~tS1'Rl ~ ~ ,7.1 18 3r W 77 ~97 ~ ~ 119 ~ ~,/I , 4 ~ ....1,., ~ ~ Z f~1 1~"O5, ~ ~ 1.~0/ - I~ ~ ti~~` j 1 - ~ ~ 1 LIFERFIEL~ ~ ~ ! , ~ ~ . ,~,,~6 1 MAP Manx l.3 AT PAGE` 6O
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5'_:~W ,3,35.00' 47,41' 94.22' 16'O6'~2°' :93,91' N 280324'W 4~rv.,~ 360,x0' 44.26' s~,~7~` 14'41'oa" 878E' N 29'06'12'~l
,a-14~ 38;a:C~U' ~ 48.47~.. 96.4,3' 14'21'OO~ 96;11 N 28'56'16"W
C`- I i i98b100` 184;04 366.96` 10'34 iS 36'6:.44' N 30°41'.39'"W` G_, 1964.Q0" ' 181.69' 362.;>S` - 10'34;15" 36'1,84'. N 3(?'49;39"W OWNERS;
~--P.;1 2U14.Ut)' 6 20' 12.4t7' 0'21 10 12..40' N 35.56 11 1M' t' 14 2U14.(JO' 61:03;: 922..0,:3: 3'28;17 122:013 N 3401 <8"W TERRY TURNED?
t'-•.1,5 2014 0() 58.35. 116.67 3'1908 116:65 N 30'3745 6' JIMMY'S fSLAN1~ 1NC, t 904 E~tSTWCTOD Rc7AD - S(11TE 2 X
C'~.16 ,7U?4,00, 60.26' t2Q.46 :3'25"39" 120:41 N 2115"21°1Y ,`.-17 ,360.00'. 79.05' 155,63' 4°46:`08" 154.42' N 315535"W WtLM1NGTON, NC 28403'
16 .3w15.00' 73:56 144"82'' 24'46'08" 143.E1.9' N 3T~55;35pW 0~w,19 „3t~5. UO'a 84.54 ~ 166,4.3 ; 24'46',Q8 '165.:14 ; N 37"55 ~t5 ~~~yy (910) 2S5'-." 1045
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(:;~~-;.?1 925 f)f ` 7,3.10" 145:90' 8'02`t5" 145: Z5' N 35 15 18'~
f'•-,3,7 925.f70° 14 50' 29,00' 1'47'41" 29,00' N 29'S(?'17'~Y 9;~~~'4 9Q0,00° 1fiJ81' 335e~9' 21'22y15" ,3;33,75' N 3Q'37J1"~! ENGINEERr
(;--1"i 875.00' 165.1fJ" 326.37 2x'22.15" 324.48" N 39.37'31"f4` JOHN PNILGlP NORPiIS, AE'
c°-•~'6 486.00 105.E9` 208,14' .24'32'16" 206.55' N 41 1? 32"~" !'~_u17 461.00' 1:)4.25' 197.43' ?4"32 16 " 19,5:92' N 41 12 32 ~Y ~f~f'Ll~h'r;ftlr~R " SiT ~ ' ~ ~ ANaR~'N' ~ KUSKE GONSULTtNG ~'NG1N~"~"RS Y E f"lAN 9CD MARKET sTR~~r.
t~e.18 436,00' ~ 84.x5' 167.0.3' 21"STUD" 166;01' N 395454 'W F(7R WiLM1NGTpN, NC ~844t
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t^:~ 37 500.00' 66.71 ~ f32.64" 15`.1151 132,25` 1d 45°52 4 f ';W G--,3~1 ,15.00` 35 00 54.98' 9P'C7(?'00~ 49.50x tV 06'4.3 17 E EEN(}ER Ca(.lN7"}' P1N No.. 86 y F' O]OGRAMME7RY,~
-3S w1S.00; 21.41; 38.43 6254+4~, ,36.53, S $3"14,381N C C'-36 35.00 13.31 25.43 41';37 40 24.87 N 59'05.3.3 °41' r:'Clt ilf ~A'A7E Q7" F~'h?E01MIN,4f~'~' ~ k I` .4f~i ' .Lill. ~r<~~~ SCOTT WItL1AMS, PES
~:r.: 17~--37 64,00' 22,91' 44.010' 39'23'`22,' 43.14' ; N 60'f2'43'"W A61+r,~E~,~~1 b~ tl~e w'~rr1t'r C'3un~> l rcr.~n, C :~,~ru r CAROLINA RE`SOURCf MA>~'PtNG ~~f~/j~T' ~v ~r r11t,r 5919 OtEANDER DRNE - (IITE 119
' 34'52'22" u38.35' ' N ~23'U4"51 "W (:-~.38 64.00' 2U. f 0 38.95' C'-39 216:00' .35.90'.. 7114' 18'5,2'18" 70,82' N 4142`52"rN ~~1M~1Y.~ 1 ?J ,r~ 1Y 7'~j/''~. 1E1 r .d,t Y l~ r ,~`t11 ~rrn Nv1LM1NGiC1N NC 2940)
G-40 ".3.5.00' 16.87`. 31.1f' 50'55'24" 30.49' N 314b2i'1Y . „ F; 0ir ~~;tr~r~ ~,1 Plrxnrur?.~ O~„ r~r~trnenf G'w41 ~19.OC, 95.6.3` 180.33. 47"1D'48:: 170.28' N 41'46,37 W ..~:7c" r1 `~ti l7( '~r (910} 799_tjiUd ~~AlI ,+.~WNShIp F'ENfJFR CO(JN~1" NC~RTN GAR~LINA
C--42 244.00' 144.34 260,68 61'12'42 " 248.46" N 2!a 314() W p
C'- 43 269; 00' 37.19' 73.92' 15'44'39" 73,69' N 48'41'44'141 C--44 :269.00' 63.38` ' 124,49" 26'30'ti6" 123,38' N 273356'W REV JANUARY 4, 2003 SURVEYOR: RCS'., r E-BRUARY 27, 2003 S
C-45 269.00' 43.49' 86:24' 18'2;2'10" 85.87' N 05'0724'W C--46 3500, 27.99' 47.22' 77'17'38" 43.72' N 20'2736"E r, W NLEY 0. CARR, PL S .i
C-47 50.00' 88.33' 105.57' 120`58'33° 87.03' N 01'22'51 "W ' q- t7 j 1UU U 100 200 300 ROBERT H, GOSLE'F &ASSOCA TES; PA sp . LAND SURVEYORS LAND MANNERS
C--43 --48 50.00' 49.40' 77;94' 89'18"26" 70.28' S 73'28'39'°W C-49 51.1.00' 10.98' 21.61' 24`45'44 21 .44' S 16'26'34'W 511 , ~4~ 756 C. SOUT14ERlAND ST / P 0. BOX 1,33 • G~ WALL&T, NORTH CAROLINA 2P4EE
GRAF~HIC~AI C=100' ICY U. 910-265-4210
FILE No. PR-16- 01-A